Science method

Numerical Simulation - Science method

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Figure 1:
① First, by inputting hourly wind speed and tidal level data for a specific location over the course of a month into the model, I simulated the hourly wave heights. However, the model initially produced wave heights that were significantly higher than the observed values. Therefore, I would like to ask which parameters can be adjusted to fine-tune the model locally?
②Since one set of parameters cannot be applied to the entire calibration period, how can suitable calibration data and periods be selected? What factors should be considered to ensure the safety and reasonableness of the design wave height for the project?
③During calibration, is it possible to use different model parameters for different situations?
Figure 2:
④After that, I used wind field data from the ERA5 database, processed it into a DFS2 file, and applied the model to the site. However, the model results were very unreasonable, showing wave heights only during periods of high wind speed. What is the reason for this?
⑤Finally, when there is a situation where the model calibration results are good but the design wave height is excessively high, how should this generally be handled? How can the reasonableness of the design wave height be assessed?
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@Christian M. Appendini @Nguyen Viet Thanh @Danial Ghaderi ; I'm sorry to bother you, but I really need the advice and suggestions from all of you experts
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Hello everyone,
I'm working on a simple model on ANSYS LS-Dyna. Concerning the contact that you can see on the picture, I want to implement a variable friction coefficient along the contact to make it imperfect.
At the end of this post there is the script that creates the contact. I tried to replace "mu" by a vector but it didn't work.
So I'm looking for a way to implement this variation of friction coefficient along the contact or another way to make it imperfect.
Thanks in advance !😀
The code:
model = ExtAPI.DataModel.Project.Model
newContact=model.Connections.AddContactRegion()
mu = 1
newContact.ContactType=ContactType.Frictional
newContact.FrictionCoefficient=mu
newContact.DynamicCoefficient=mu
newContact.Behavior = ContactBehavior.Asymmetric
newContact.ContactFormulation=ContactFormulation.NormalLagrange
ExtAPI.DataModel.Tree.Refresh()
contact = ExtAPI.DataModel.GetObjectsByName('haut')[0]
newContact.SourceLocation = contact
target = ExtAPI.DataModel.GetObjectsByName('bas')[0]
newContact.TargetLocation = target
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Thanks for your answer Emir Nezirić . I already tried this solution with the script below, but the computation time has exploded...
This script creates, for each iteration, a contact between a random number of nodes of the upper part and the surface of the lower part (with a random friction coefficient).
In this case, I considered between 15 and 50 nodes of the upper part for each contact created.
With this range, around 10 contacts are created.
import random
model = ExtAPI.DataModel.Project.Model
#Nodes in contact of the upper body
IDs = [i for i in range(9780,10167)]
x=0
limite=0
limiteNM1=0
count = 0
for i in IDs:
mu = random.uniform(0.8, 1)
nbNodes = random.randint(15, 50)
limite += nbNodes
newContact=model.Connections.AddContactRegion()
newContact.ContactType=ContactType.Frictional
newContact.FrictionCoefficient = mu
newContact.DynamicCoefficient = mu
newContact.Behavior = ContactBehavior.Asymmetric
newContact.ContactFormulation=ContactFormulation.NormalLagrange
if limite > len(IDs):
limite = len(IDs)
#Creation d'une named selection contenant des noeud
ns = Model.AddNamedSelection()
ns.ScopingMethod=GeometryDefineByType.Worksheet
Criteria = ns.GenerationCriteria
Criteria.Add()
Criteria[0].Action = SelectionActionType.Add
Criteria[0].EntityType = SelectionType.MeshNode
Criteria[0].Criterion = SelectionCriterionType.NodeNumber
Criteria[0].Operator = SelectionOperatorType.RangeInclude
Criteria[0].LowerBound = IDs[limiteNM1]
Criteria[0].UpperBound = IDs[limite-1]
ns.Generate()
#Verif contact
contact = ExtAPI.DataModel.GetObjectsByName(model.NamedSelections.Children[x+1].Name)
if contact:
newContact.SourceLocation = contact[0]
target = ExtAPI.DataModel.GetObjectsByName('bas')
if target:
newContact.TargetLocation = target[0]
x = x+1
for i in range(limite-limiteNM1):
ligne = [i, mu]
muVector.append(ligne)
limiteNM1 = limite
break
elif i == IDs[0]:
#Creation d'une named selection contenant des noeud
ns = Model.AddNamedSelection()
ns.ScopingMethod=GeometryDefineByType.Worksheet
Criteria = ns.GenerationCriteria
Criteria.Add()
Criteria[0].Action = SelectionActionType.Add
Criteria[0].EntityType = SelectionType.MeshNode
Criteria[0].Criterion = SelectionCriterionType.NodeNumber
Criteria[0].Operator = SelectionOperatorType.RangeInclude
Criteria[0].LowerBound = IDs[limiteNM1]
Criteria[0].UpperBound = IDs[limite-1]
Criteria.Add()
Criteria[1].Action = SelectionActionType.Add
Criteria[1].EntityType = SelectionType.MeshNode
Criteria[1].Criterion = SelectionCriterionType.NodeNumber
Criteria[1].Operator = SelectionOperatorType.Equal
Criteria[1].Value = 9392
ns.Generate()
ExtAPI.DataModel.Tree.Refresh()
#Verif contact
contact = ExtAPI.DataModel.GetObjectsByName(model.NamedSelections.Children[x+1].Name)
if contact:
newContact.SourceLocation = contact[0]
target = ExtAPI.DataModel.GetObjectsByName('bas')
if target:
newContact.TargetLocation = target[0]
x = x+1
for i in range(count, count+nbNodes):
ligne = [i, mu]
muVector.append(ligne)
limiteNM1 = limite
count = count + nbNodes
else:
#Creation d'une named selection contenant des noeud
ns = Model.AddNamedSelection()
ns.ScopingMethod=GeometryDefineByType.Worksheet
Criteria = ns.GenerationCriteria
Criteria.Add()
Criteria[0].Action = SelectionActionType.Add
Criteria[0].EntityType = SelectionType.MeshNode
Criteria[0].Criterion = SelectionCriterionType.NodeNumber
Criteria[0].Operator = SelectionOperatorType.RangeInclude
Criteria[0].LowerBound = IDs[limiteNM1]
Criteria[0].UpperBound = IDs[limite-1]
ns.Generate()
ExtAPI.DataModel.Tree.Refresh()
#Verif contact
contact = ExtAPI.DataModel.GetObjectsByName(model.NamedSelections.Children[x+1].Name)
if contact:
newContact.SourceLocation = contact[0]
target = ExtAPI.DataModel.GetObjectsByName('bas')
if target:
newContact.TargetLocation = target[0]
x = x+1
limiteNM1 = limite
count = count + nbNodes
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Is discretizing a continuous mathematical model and performing its dynamical analysis an effective working method?
Is it a sufficient working method to write the discrete form (via Euler and so n) of the system of equations and perform numerical simulations on it, as is the case in the literature?
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Definitely yes! If you can smartly implement your numerical scheme you can almost get as accurate analysis as the continuous system provides. It is the same as implementing your mathematical analysis using machines. Now you need to take care of all basic needs related to numerical method, mesh, consistency, accuracy etc.
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I want to do a numerical simulation for the polishing and finishing of flat material. please suggest the name of the software
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Hey there Rajeev Kumar Mandal! When it comes to numerical simulation software for polishing and finishing processes, one tool that comes to mind is COMSOL Multiphysics. It's a versatile platform that allows for the simulation of various physical phenomena, and its customization options make it suitable for engineering applications like polishing and finishing.
COMSOL Multiphysics enables you Rajeev Kumar Mandal to model and simulate a wide range of processes, taking into account factors such as material properties, surface interactions, and tool geometries. It's a robust solution for exploring the intricacies of polishing and finishing flat materials through numerical simulations.
Give it a shot, and feel free to dive into the specific details of your process. COMSOL should provide you Rajeev Kumar Mandal with a solid foundation for your numerical simulations. Let me know if you Rajeev Kumar Mandal need more suggestions or details!
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Explore the influence of floating-point arithmetic errors on the precision and stability of numerical simulations. Consider implications for accurate scientific and engineering computations.
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First of all, the numerical stability does not depend on the round-off error. You can see the original paper of von Neumann, the discrete equation shows the stability property even if the exact precision is used, that is if you compute by hand.The round off error is a supplementary source to this framework and, depending on the spectra of the error distribution, can affect a result.
For this reason at least the double precision is mandatory in scientific commutation.
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Hello,everyone.
I am currently dealing with a non-convergence problem during meso-scale numerical simulation of a three-point bending test of concrete using a random aggregate model in ABAQUS, where the material chosen is a concrete damage plasticity model that is embedded in ABAQUS, and the load-CMOD curves obtained are incorrect, with a peak load of only about 60N. However, I got the correct results using the same material properties for the compression numerical simulation. In 3TB the contact between the support, the loading device and the specimen is face to face contact.
Please advise me what I should do next to modify the model?
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It seems you are encountering non-convergence issues with your mesoscopic simulation of a three-point bending test in ABAQUS and the load-CMOD (Crack Mouth Opening Displacement) curves are not reflecting the expected results.
Non-convergence in ABAQUS can occur due to a variety of reasons, and here are some general troubleshooting tips that might help you resolve the issue:
  1. Check Material Properties: Even though you mentioned the material properties worked for compression simulation, the tensile behavior in a three-point bending test can be significantly different. Ensure that the concrete damage plasticity model parameters are suitable for this type of loading.
  2. Mesh Sensitivity: Analyze the mesh density and element type. A finer mesh may be required in regions of high stress gradient, such as near the supports and load application points.
  3. Boundary Conditions: Verify that the boundary conditions applied mimic the physical test accurately. The supports and loading conditions should be modeled to reflect the actual constraints and degrees of freedom.
  4. Contact Interactions: The contact definition between the loading platen, supports, and the concrete specimen is crucial. Ensure that the contact properties (friction, stiffness, etc.) are defined correctly.
  5. Solver Settings: Sometimes adjusting solver settings can help with convergence. This includes switching from default to more robust solver methods, adjusting convergence tolerances, or using stabilization techniques.
  6. Loading Steps: Implementing smaller loading increments can sometimes improve convergence as it allows the solver to more accurately follow the path of the response.
  7. Convergence Criteria: Review the convergence criteria being used. It might be too strict, causing the solver to terminate prematurely. Adjusting the criteria may help.
  8. Crack Modeling: If cracking is expected, make sure that the crack propagation is modeled correctly, and the mesh is adequate to capture the crack path.
If after addressing these points you still face convergence issues, it may be beneficial to review the results of a converged step to determine if there are any physical reasons for the non-convergence, such as unrealistic stress concentrations or unexpected material behavior.
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I am trying to model a process in which there is a flow of non-newtonian Herschel-Bulkley fluid. to derive equations of pressure drop, wall shear stress and drag force(for spheres inside the fluid) i need a form of reynolds number for herschel bulkley fluids.reynolds number should consider existence of yield stress in rheogram of fluid.
so is there any generalized form of Reynolds number that is applicable for herschel-Bulkley fluids??
I surveyed previous works but i didn't finds so much about
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Hadi Basher Sir, Can you please the reference you used for the formula you mentioned so that it can be cited accordingly in paper.
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When utilizing COMSOL for numerical simulation of electrokinetic remediation of heavy metal contaminated soil, is it possible to obtain electroosmotic flow?
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Yes, COMSOL can efficiently handle the electroosmotic flow.
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For simulating a time periodic flow, I increased simulation times up to 100s and use adaptive time steps.
But I didn't get desire result...I checked simulation setup several times...I don't know why CFX results are different from Analytical solution?
CFX simulation take about 20 days.
*may be by increase the simulation time get a better result!
what do you think?
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I know this question was long ago, but It is worth saying that I solved my problem using Ansys's Acoustic harmonic module, using a FEM-based solver, instead of CFX, which is a CFD-based solver. Ansys's Acoustic harmonic can accurately simulate harmonic loads and boundary conditions. Although this method is based on FEM, not CFD, It is a promising method to study FSI under harmonic loads. If you need to investigate a thermal or electrical field simultaneously with the acoustic field, use Ansys Coupled Field Harmonic.
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Hello everyone.
I am trying to simulate methane-air combustion in Ansys Fluent using EDC model and GRIMech 2.11 detailed mechanism(277 Reactions and 49 species) but i get no combustion. Any suggestions to solve this problem?
Case:
  • Pressure-based solver
  • Realizable k-epsilon model
  • Species transport model with EDC model
  • Air and CH4 enter chamber from 1 inlet in 2D model at 673K
  • Inlet is velocity boundary with swirl component and outlet is pressure boundary
i also tried patching temperature, reactants and products.
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Try with Flamelet generated manifold model either in Premixed or non premixed combustion model. Mark few cells at the burner exit and in the patch option (initialization) assign the value of progress variable as 1.
This should work
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Our paper on the subject shows that using the appropriate injection frequency, yes it is possible.
Our work is based on numerical simulation in simplified domains, using LBM. I hope it stimulates application engineers to develop the technology to facilitate the energy transition. Thanks for sharing it.
Our paper is free for 50 days at:
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Nice work. Unsteady injection is indeed very interesting. I remember research on pulsed CO2 injection for recovery at Shell Research in early 1980's (L.de Jong ). The idea was that fast injection would promote fingering and because of this mixing.
Production would occur through the injection injection well after allowing time for mixing of the CO2 with the crude. Basically fast injection inducing fingering can if the injection is followed by a rest period to allow mixing can "stabilize" the contact front between C02 and the reservoir fluid. In case of injection in an aquifer, this will be less efficient than for oil, because the miscibility of CO2 and brine is limited. I therefore think that the CO2 sequestration problem is quite different from the enhanced oil recovery.
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Hi,
If numerical simulation is not carried out only experimentation has been done in that case is it possible to publish a paper after doing numerical simulation?
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I. About simulation and experimental data ― Numerical models can be used to generate data ― numerical simulation ― which can be just as experimental as if generated by physical models. What seems of utmost importance is to precisely characterize the source of data; such as industrial data, pilot plant data, or laboratory data. What classifies data as experimental is not its source, but the compliance with the so-called experimental (scientific) method.
II. Application example ― The recursive least squares algorithm (RLS) allows for (real-time) dynamical application of least squares regression to time series. Years ago, while investigating adaptive control and energetic optimization of aerobic fermenters, I have applied the RLS algorithm with forgetting factor (RLS-FF) to estimate the parameters from the KLa correlation, used to predict the O2 gas-liquid mass-transfer, while giving increased weight to most recent data. Estimates were improved by imposing sinusoidal disturbance to air flow and agitation speed (manipulated variables). The power dissipated by agitation was accessed by a torque meter (pilot plant). The proposed (adaptive) control algorithm compared favourably with PID. Simulations assessed the effect of numerically generated white Gaussian noise (2-sigma truncated) and of first order delay. This investigation was reported at (MSc Thesis):
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Dear all,
I performed the numerical simulation of friction welding on ABAQUS software. Finally, the deformation and temperature distrubtion were recorded on the tool instead of the welded plates. I wonder if anyone can give me some ideas for this problem. Instead of finding stress and strain on the welded plates, I have results on the tool.
Thanks
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Hello, according to your question about welding analysis, maybe this training will help you, according to the headings of this tutorial, I think you can get your answer.
here is that address :
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I simulate a periodic structure placed on a lossy, dispersive half-space whose relative permittivity is smaller than zero at some frequencies. Using CST 2020, I apply open boundary condition (without adding space) in the direction filled with the mentioned medium.
However, the simulation doesn't progress due to the errors. These errors are as follows:
1) "The Floquet port boundary at Zmin must be homogeneously filled with isotropic loss-free and non-dispersive material. For non-dispersive materials, please consider using the option to "Ignore losses" in the solver specials.".
2)"The Floquet port boundary at Zmin has negative material coefficients, which are not supported."
Curious to know the reason. Does it belong to the software limitations or sth?
Any suggestions or ideas are appreciated.
Thanks
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Thanks for your response dear
Libi Mol V.A
Yes I've used this technique to get the results. But, as I mentioned i want to know why Floquet ports can't model lossy (as well as dispersive) half-space medium without using the Open add space boundary condition (BC).
Because, by considering a quarter wavelength space between the medium and Floquet port (via using Open add space BC ), we don't model a half-space anymore. Accordingly, we can obtain results approximately by considering sufficient thickness for the lossy medium.
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Hi
A 3D numerical simulation project involves a turbulent flow of water in a tube with a constant heat flux entering the surface.
This numerical simulation needs to be validated by a similar article that has simulated the K-Omega SST Turbulence model.
Please guide me if there is an article I can refer to.
Thanks
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Hi,
In my reasearch project, I have completed recently; a research for a typical turbocharger compressor optimisation. It has been studied air turbulent flow simulated the K-Omega SST turbulence model. My numerical simulations has been validated and I wrote some papers. Please have a look into my papers, hopefully it can help.
Regards,
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Hello, Dear All
Has anyone done numerical simulation using ANSYS FLUENT software for non-Newtonian flows such as Bingham for example "drilling fluid" that can help me in case?
My Question: What is the range of Herschel-Bulkley Parameters such as: Consistency index (k), Power law index (n), Yield stress and Critical shear rate in these fluids? If you know the reference in this case to help me, Please let me know?
Thank you for your consideration
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Hi,
Could you please identify the type of help. Are you struggling in something , please clarify
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There are several rheological models available in literature for mathematical modelling of Magneto-rheological Fluids. So, which model gives the best solution for numerical simulation? Here best solution means good/close agreement for the experimental results.
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I am working in numerical simulation and analysis of heat source models using Petrov-Galerkin method. I would expect the best and most suitable software for PG method please
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A symbolic computational software like MAPLE may be helpful.
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Using COMSOL software to realize the numerical simulation of multiphase flow problem, in the field of microfluidic research, how to realize the simulation of the dynamic contact angle of droplets?
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Ziyi Wu, Thank you, I know what you said. But my question is about how to simulate dynamic contact angle instead of static contact angle.
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I have modelled a transient flow in a microchannel in ANSYS FLUENT using 100 timesteps. I want to export the velocity at each node in excell format for all timesteps simutaneusly. Although using the export command i can only do it for each time step individually . Please advice me how to extract velocity for all timesteps simultaneusly in excell format (does not matter if there is a diferent excell file for each timestep).
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Try File -> Export -> During Calculation -> Solution Data ->
choose export data every 1 time step, append file name with flow time and select the flow properties you want for the instantaneous snapshots.
if you export it as a HDF5 file, each snapshot can be read directly into python using h5py and you can perform whatever time series analysis you want.
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I think I have all the settings (in terms of boundary conditions) right and I get a converged solution with reasonable values for poisson and Nerns-Planck only. When I add Navier-Stokes it converges but the results are nonsensical. I think the issue might be how I the equations are solved in the stationary study. Can anyone tell me the sequence in which these equations are solved in their Comsol models? By the way I have version 4.3a. 
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Can you please, clarify how to couple PNP equations in COMSOL?
I don't get any convergence.
Thanks
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However, the frictional sliding or horizontal movement could also be taken into account!
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I assume that the foundations are made of hard and compact rock which can be modeled as an elastic material. In this case, there are almost no differences in the response of the dam (static and/or seismic). Another reason could be related to easier modeling and less computational cost.
Personally, I prefer to model also the foundation layer.
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In ABAQUS, I want to model a bent tube with varying thicknesses and diameter (continuous linear function) from one end to the other. I have attached a sketch with the question for better understanding.
Later I want to hydroform it into an even more complicated shape, therefore meshing, surface definition, and boundary condition definition are important. It is not a challenge for modeling tools like SolidWorks, CATIA or ProE but importing part from there is a mess and even if somehow import is successful, meshing, surface interaction definition, and BC definition is problematic. Therefore, it would be great if I can directly model it in ABAQUS.
I tried 3D/Shell deformable sweep command but it only asks for a sweep geometry at then sweeps the geometry along the defined path continuously, while I want to vary the thickness and diameter linearly.
Is there a possibility to do that?
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Possible approach is to use Part>Create:3D-Shell-Sweep to draw longitudinal section of the tube (particularly, two paths for lofting), Shape>Wire>Sketch to draw circular edges, Shape>Solid>Loft to build the solid body without hole, Shape>Cut>Loft to make the hole, Tools>Geometry Edit…:Edge-Remove to remove unused part of longitudinal section.
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Hi,
I am working on numerical simulation of ultrasonic wave propagation through an elastic medium without any defect. I calculated the velocity of wave by using time and distance relationship. But when i used model with void or crack, i got less time to detect the first wave, while it should be longer as there is hole in model and wave propagation through it should be more. Can anyone help me out this problem i.e. how wave velocity is calculated in the model with defect.
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I am trying to slove the standard rayleigh lamb frequency equation in isotropic plate using the newton Rapson method ( FORTRAN code ) but I am not able to capture all the root of the equation and modes, even not getting how to generate the data for plotting the dispersion curves... Kindly , please help.
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I am trying to model excavation procedure of tunnel (D-shaped) in Abaqus (CAE). I have obtained the RF1 and RF2 from an independent analysis as given in Abaqus example (Abaqus example problem guide/1.1.11 Stress-free element reactivation). Now, my problem is that how to apply those concentrated forces ((2n+1)*2) on corresponding nodes?... Because, in my model total number of nodes (2n+1) on tunnel periphery are 129 (in the abaqus example, there are only 13 nodes). And, its changing with each trial/variation of mesh size.
So, how should I apply the concentrated forces?
i) one by one clicking each node, creating each node a set and then applied the loads from load module ? (it's tedious/repetitive. I don't want to do it) or
ii) Doing some editing in *.inp file? (But, when I tried with following format, ABAQUS is simply neglecting my edited lines:
*CLOAD
node number, direction, magnitude) or
iii) writing ULOAD subroutine?
Please clear my doubts.
Thanks in advance.
Regards,
Dipaloke
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So your input file looks like something like this ? (CLOAD statements for each node ?) :
*CLOAD
node number, direction, magnitude
*CLOAD
node number, direction, magnitude) or
*CLOAD
node number, direction, magnitude) or
...
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How can some one detect hidden attractors via numerical simulations?. What does localization of attractor mean?.
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Localization means discovering a region in the phase space, where the attractor is located. Usually, such a region lies in the basin of attraction. So, any point from the region tends to the attractor that allows to numerically compute it. Since for hidden attractors, their basins of attraction do not intersect with unstable manifolds of equilibria, one should develop an intuition for discovering such attractors. There are many developed approaches.
I recommend the following two surveys.
  1. Dudkowski D., Jafari S., Kapitaniak T., Kuznetsov N.V., Leonov G.A., Prasad A. Hidden attractors in dynamical systems. Phys. Rep. 637 1--50 (2016).
  2. Leonov G.A., Kuznetsov N.V. Hidden attractors in dynamical systems. From hidden oscillations in Hilbert-Kolmogorov, Aizerman, and Kalman problems to hidden chaotic attractor in Chua circuits. Int. J. Bifurcat. Chaos. 23(01) (2013) 1330002.
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Recent numerical simulations show that the inner part of the disk seems to oscillate in presence of a Large scale magnetic field or when the disk is in MAD state. So, can we correlate this sort of behaviour with the variability of the source?
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Strong Magnetic field inside the compact object plays the crucial role for understanding the variable x-ray burst. Change in internal structure due to the presence of superfluidity, superconductivity and external accretion also are responsible for this variable x-ray burst. What I understand that we have to consider these three first and then to compare with the simulation where the effect is changing, finally we will be able to understand what is actually going on.
Simulation can help us to know the magnitude of possible change and its location to find out inside the compact object.
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I need to do numerical simulations such as phase plots, bifurcation diagrams, parametric basins of attraction, and Lyapunov exponent diagrams. I already have the fixed points though.
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With regard to Numerical Simulation, I have something to offer. But, what type of Differential Equations are included in the model ? is it ODE, stiff ODE or PDE and of what order?, what is the form of the DE? is it delay , fussy, Wave/Heat etc?. Let see the model maunwala@gmail.com
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I have started learning FEM from scratch. I want to apply it to do numerical simulation of solidification in ANSYS? Where and how to start learning ANSYS?
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You can start watching Youtube videos when you learn how to simulate you can start the simulation yourself and when you have problems you can ask questions here or on this site https://forum.ansys.com/
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How can I numerically solve coupled polynomial or transcendental equations using MATHEMATICA?
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Οf course you can ...e.g. solve the equation e^x+x^3-cos(x)=0 using the program for an interval -10<= x<=10
Reduce[e^x+x^3-cos(x)=0 && Abs[x]<20 ,x]
The same is done for any transcendental equation. But sometimes if it has many roots you will have to wait a long time and this depends on both the range of the interval and the number of roots within a given interval.
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I have read many publications using FE model to study interfacial behaviour. And Few of them considered matrix viscoelastic effect in the studies. I seems that most authors avoid to discuss about this.
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I have a lab combustor on which I did some experiments and obtained some flashback data in terms of equivalence ratio at various flow conditions. i want to simulate the reacting flow field at those flashback data points.
Please help me with some literature which can help me perform those simulations using ANSYS Fluent 18.
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Currently, I am working on the development of Efficient Computational Reduction Methods for Hydrogen GT Combustion for flashback predictions. We are able to develop a methodology for predicting flashbacks using detailed kinetic simulations and progressing towards the development of fast computational processes for industrial applications, but the results are still not available in the public domain. You contact me directly, I can guide you in this regard.
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Honchos, is there any simulation software that can simulate the formation process of fault and the development of fracture zone and fissure zone after the formation.
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Dear
Have you tried Ansys?
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i had done some work about the debris flow through the experiment and numerical simulation using PFC3D.the particle velocity cloud figure of particle flow could't be well displayed to the reader.
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This is a good question.
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Hello Everybody,
My objective is to model the stress-relief mechanism of a clayey meter scale experiment.
Please, share published material and your suggestions for such a small scale experiment.
Thanks  
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This is a good question.
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Paleomagnetic studies show that the South China block was moving northward continuously from 300 to 260 Ma and has experienced an overall ∼27° clockwise rotation since then (Huang et al., 2018) ,and assuming a stationary Emeishan mantle plume, so if I want to do a numerical simulation of the geodynamics of the Emeishan mantle plume based on the above conditions. How can I do it?
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Hello dear;
I didn't research on Paleomagnetic studies, but i know 2 methods in order to behavioral study between two things. K-means clustering and Artificial Neural Network (ANN). you can read this combination method in this paper :
good luck
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Higher-order basis function (HOBF) settings are ignored when are used in conjunction with planar multilayer substrates in FEKO. Does anyone know how can i activate a similar setting?
Thanks in advance
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Thank you so much Dr. Smrity Dwivedi for the PDFs.
I have solved the problem without using higher-order basis functions!
Regards
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My field of expertize is in CFD and not in climatology. But I would start a discussion about the relevance of the numerical methods adopted to solve physical models describing the climate change.
I am interested in details in physical as well as mathematical models and the subsequent numerical solution.
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Thank you for the very thoughtful remarks. I know the literature mentioned in your note and I admire the style and depth of these books. In many ways, the book "Big Breasts and Wide Hips" connects in my perception with Marquez's "One Hundred Years of Solitude" due to a subtle and mysterious surrealism.
Regarding the Nobel prize examples from your comment, I would like to suggest an article in The Atlantic:
(I disagree with some of the opinions above but the paper is very interesting).
As far as my philosophy is concerned, I see a big role for the models of a continuum which, in the present mathematical form, were introduced by Euler in the 1750s. I also think that we can considerably improve our numerical weather prediction models, but I also share some of your skepticism about very long-term digital projections.
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Hello everyone.
I was looking for some literature on translational dynamics of particles (irrespective of their shape) in viscous sublayer, and unfortunately did not find any useful information. It is well known that, particles move faster than the fluid in the buffer layer but, the question is do they move faster or slower than the fluid in the viscous sublayer?
I would appreciate if someone can direct me towards some published research articles (both numerical simulations and experimental).
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I think you should first fix the size of particles and also flow Reynolds number. And simply by doing an experiment on flat plate using particle image velocimetry technique your question will be answered.
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I need to simulate Electrical double layer (EDL) in comsol to achieve more accurate results for my parallel microchannel. the fluid is water and channel is made of glass. it seems that for modeling EDL in comsol I should Couple Laminar flow, Electrostatics and transport of dilute species physics. but I cant do this.. What should I Do? is there any kind of tutorial media for this topic?
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There is some useful information in the link below:
Best
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Dear colleagues,
I am developing a reactor model and it is required that I employ thermal conductivity, heat capacity and diffusivity as properties that change with temperature. Most COMSOL examples seem to specify these properties as fixed parameters rather than as a variable. Could you describe to me how this can be achieved in COMSOL? References to specific pages in the COMSOL user guide or COMSOL tutorials/blog that explain this will also be appreciated.
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@nnaubo, the comsol software uses the Fourier equation to compute the thermal properties and you know there are different solutions of the Fourier equations. So in setting up your heat transfer model for the task at hand, you will have to decide which of the measurement methods you want to adopt I. E. Steady OR transient and which parameters of the solved Fourier equation you want to track I. E. Temperature and time dependent or other parameters. In computing the thermal properties, you will equally have to provide some of the other experimental variables like cross sectional area and the likes depending on your design
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I have run a simulation of a number of planets and smaller particles. The main integration went all right but after converting data to orbital elements, the output files (.aei) are completely empty. Any thoughts?
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No experience with Hg code here. There are many paper and dissertations using ChaNGa to work on planetary/solar system questions.
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I asked this a while ago, but decided to dig a little deeper before asking again. When using the Abaqus JH1/JH2/JHB Johnson-Holquist models for brittle materials, the FS (Failure strain) element removal threshold value is extremely important to ensure the simulation matches experiments, yet in practically all of the studies I have looked into, none of them have reported this FS value despite its major significance.
In the Abaqus documentation, FS was given as 0.2 for SiC. Subsequent studies on alumina have claimed that this FS value needed to be adjusted for accuracy, but then never reported it (e.g. Liu et al. 2015; Khan et al., 2021; Guo et al. 2020; Goda & Girardot 2021).
If anyone can shed some light about what this FS value is meant to be and how to obtain it experimentally or analytically, I would love to understand it better. Thank you!
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Hi Zherui,
FS is a parameter that provides flexibility on correlating numerical with experimental results. I reproduced the formulation of plastic strain in the attached file, as one can see the FS value depends on the values of D_1 and D_2 and the negative hydrostatic pressure strength, T.
If one is confident with the remaining parameter values, then an acceptable strategy for deciding on FS value would be to minimise the error between experimental and numerical results based on multiple references. In the case of impact, the ballistic limit, projectile velocity-time profile and residual projectile velocity for instance.
Please consider [1] for a comprehensive analysis of the effects of FS.
For HDCs, FS=0.6 was previously used yielding satisfactory results for the ballistic limit and residual velocity and FS=1.5 for DoP.
In addition, FS=3.0 was used in [2] to validate Johnson and Holmquist [3] cases,
successfully reproducing the JH results.
Hope my answer helped.
Regards,
Theo
  1. : https://apps.dtic.mil/sti/pdfs/ADA357607.pdf
  2. : Implementation and Validation of the Johnson-Holmquist Ceramic Material Model in LS-Dyna
  3. JOHNSON, G.R. AND HOLMQUIST, T.J., (1994) “An improved computational constitutive model for brittle materials”, High-Pressure Science and Technology – 1994, American Institute of Physics
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I am working on Numerical Simulation for Cold Crack prediction in additive manufacturing and looking for a way forward to do FEM simulation with ABAQUS. Generally, cold cracks produced in the presence of hydrogen so I wonder if there is a straightforward solution for hydrogen diffusion or crack prediction with FEM. Thank you in advance
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Rakesh Kumar from Imperial College London may help you out.
Vishal Singh, IIT Ropar, India may also be helpful to you.
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Hello!
I'm making a series of numerical simulations which the response is a curve of a determined variable along time, for exemple, y(t).
Basically, I have 5 parameters of control which I need to vary to obtain an response on my response variable. For exemple, I need to test three different particle diamenter and three different Reynolds number and obtain 6 curves to my response variable, which is a curve in the form y(t), which t is time.
I know that experiment design can help me with it. But I do not understand how can I correlate a curve as a function of time, and not an specific value. Most book exemples I was able to find correlate an specific value and I was not able to extrapolate from that.
Not sure if I was clear enough, but can someone help me with that?
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Maybe you can alernatively consider the recursive least squares algorithm (RLS). RLS is the recursive application of the well-known least squares (LS) regression algorithm, so that each new data point is taken in account to modify (correct) a previous estimate of the parameters from some linear (or linearized) correlation thought to model the observed system. The method allows for the dynamical application of LS to time series acquired in real-time. As with LS, there may be several correlation equations with the corresponding set of dependent (observed) variables. For the recursive least squares algorithm with forgetting factor (RLS-FF), adquired data is weighted according to its age, with increased weight given to the most recent data.
Application example ― While investigating adaptive control and energetic optimization of aerobic fermenters, I have applied the RLS-FF algorithm to estimate the parameters from the KLa correlation, used to predict the O2 gas-liquid mass-transfer, while giving increased weight to most recent data. Estimates were improved by imposing sinusoidal disturbance to air flow and agitation speed (manipulated variables). The proposed (adaptive) control algorithm compared favourably with PID. Simulations assessed the effect of numerically generated white Gaussian noise (2-sigma truncated) and of first order delay. This investigation was reported at (MSc Thesis):
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I am working on FEM Simulation of Crack Susceptibility in PBF additive manufacturing. Perhaps, Could not find a way to evaluate residual stress threshold value for crack prediction through numerical simulation. I look forward to your answers
Regards,
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plasticity induced crack closure (PICC) concept and three dimensional (3D) finite element method (FEM) were used to study the effect of compressive residual stress field on the fatigue crack growth from a hole. Furthermore, a new methodology on the basis of a correction factor was presented to increase the PICC precision. The result obtained was compared to two dimensional (2D) FEM, superposition method and Liu’s experimental data. To simulate the elasto-plastic behavior of the material, isotropic hardening was assumed and the Von-Mises yield criterion was implemented. A 3D mesh was built using eight-node hexahedral elements and one half of the specimen was modeled. The simulation results were fairly well correlated with experimental data. Furthermore, the 3D elasto-plastic FEM predicted a slightly smaller fatigue life than a 2D plane stress FEM. Applying the modified PICC method reduces the 3D FEM fatigue life prediction errors.
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In my paper, I simulated a PSC with different HTLs. The Jsc of different configurations were close to each other. However, the QE curves for the inorganic HTLs overlapped, except for organic HTLs. What can be the reason for the fluctuation of QE curves regardless of the close values of Jsc?
The same phenomenon happened in figure 4 of DOI: 10.1016/j.rinp.2020.103707, but there was no explanation. It will be much helpful for me if you kindly suggest me some references regarding this with your valuable comment.
I am attaching the QE curves for different HTLs and the Jsc table of my paper herewith. The arXiv preprint link of my paper is .
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Hope you are well!
The optical properties of the HTL can change while the effect of these changes on the short circuit current remains small because the HTL is chosen such that its absorption coefficient is small and also its thickness is much smaller than the absorber thickness. So, the most incident radiation is absorbed by the absorber layer not by the either the HTL or the ETL.
Please follow the papers:
Best wishes
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When planning and designing buildings, and urban environments, especially cities with many high-rises, simulating airflow is an important tool for studying how the city’s layout might affect expected temperatures, among other things. Other areas of use include modeling and predicting wind load on buildings to study Fluid-Structure Interaction(FSI). The local climate around a building in an urban environment can differ significantly from the more general weather data often used in the computation. Consequently, local wind and temperature conditions affect heating and cooling as energy requirements for buildings. However, there is still a stumbling block. Existing simulations use extremely simplified geometric descriptions of the urban environment, which results in poor computational precision. (The photo has been taken from Chalmers university of technology.)
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The answer depends on a scale of your problem. In some application there is a lot of emphasis on representation of the extremely fine details. Please see for example
In the end, it all depends on the capacity of your computer and the ability to digitize complex structures.
For a problem shown in your figure, you can represent the effect of a missing structure by appropriate parameterization of the surface roughness.
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Does anyone know how to plot the equilibrium point, stability region of a nonlinear cancer model? Please let me know and send me the code.
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kindly check your mail
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Dear All,
I am working on numerical analysis of the Friction Stir Welding (FSW) process using Abaqus. The model compressed of johnson cook flow model, ALE Adoptive Remesh to avoid distortion problem, Mass scaling to increase computational efficiency, Temperature-dependent material properties, modified columns law with the temperature-dependent friction coefficient, a shoulder to pin ratio of 3, assumed tilt angle as 0 in the present case, and trying to simulate the Plunging, Dwell, and welding phase of FSW.
Plunging, Dwell is happening as expected. However, on entering the welding phase, the material retrieves aren't taking place and leave a dent, as shown in the attached file in all cases of different rpm and travel speed. This looks like permanent deformation of material without material retrieval during the process. Kindly suggest relatable suggestions on how possibly these issues can be solved using Abaqus... I really appreciate any help you could provide.
#FSW #Abaqus #Friction Stir welding #ALE
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I modeled the FSW process using both ALE and CEL approaches. You need to specify a failure criterion, e.g., Johnson-Cook damage model. If you do so, you will notice a significant decrease in reaction force values - more realistic values. Also, you will achieve what you want.
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I would like to consider corrosion in a column in my numerical simulation in ABAQUS? Can I just decrease the stiffness to simulate the corrosion? or any change in mechanical properties?
Is there any reference or paper or guideline about numerical simulation of corrosion specially in the steel or RC columns?
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Dear Hadi,
FEM using 2D or 3D stochastic model could be numerical simulation studying the effect of corrosion on stress concentration.
This might be useful for you. Just check this article.
Ashish
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I would like to know if the SUPG method has any advantages over the least squares finite element method?
Thank you for your reply.
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Dear Zmour,
It can be better in term of diffusion convection reaction. My opinion is little different, the least-squares method has better control of the streamline derivative than the SUPG.
Ashish
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I am interested to perform spectral analysis of a structure under random waves. could anyone suggest me a book or an example that starts from wave spectrum (such as
JONSWAP spectrum , P-M etc) to RAO. A complete example from formulation to numerical evaluation.
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I submited a manuscript to Communications in Nonlinear Science and Numerical Simulation, and would like to list the reviewers in this journal.
Thank a lot .
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Dear Yamina Soula and Marc R Roussel in our field of research, virtually all renowned journals ask for ca. 3-5 suggested reviewers during the online submission process. Ideally these should not come from the same institution or have been co-authors of previous publications. Many journals also offer the possibility to oppose certain reviewers, e.g,. colleagues who are direct competitors in the same area of research.
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I'm performing a cryogenic turning process.
The temperature are recorded from the thermal imaging camera.
Can I use these temperature values to simulate the flow characteristics and behaviour of the cryogenic coolant?
Is this an acceptable thesis?
Thank you in advance.
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Interesting question. Fluent provides you platform for using different input boundary conditions. But it requires a proper meshing and validation of the experimental results. You somehow have to formulate a process of extracting the input boundary conditions from the IR image.
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As you might know, the centrifugal compressors can experience surge at low flow rates.
Surge detection is possible using experimental measurements and/or numerical simulations.
In the numerical simulation, the compressor's outlet pressure or mass flow rate starts to oscillate as the flow rate gets closer to the surge margin.
Is there any quantitative criteria for the amplitude of oscillations at which the flow rate can be considered as the surge margin? In other words, how mush oscillations are allowed in the safe operation of a centrifugal compressor?
Thanks
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I would think a dynamical model (with nonlinearity) should be constructed to see if the oscillations are stable or unstable and if their amplitude (LCO) can exceed an allowed value
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I would like to estimate the fatigue life of the composite through numerical simulation. please help me with how to write code for low cycle fatigue in Abaqus.
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Sorry Ehasan, I have not written the code.
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High fidelity simulations create an enormous amount of data that can mimic real-world values with excellent accuracy with modern tools and much of this is discarded as "too sanitized" for use in deep learning. But in cases where datasets are very lopsided, such as when a true positive is hard to obtain or rare to observe but true negatives are abundant, isn't sanitized synthetic positive data better than nothing?
In my current project, using an FEM model of the brain/skull system we are using the simulations of head impacts to supplement data from athletes who wear smart mouth guards in an attempt to gather important statistics for early concussion detection. This extra source of true positives has helped improve the overall performance of the ML platform that analyses signals coming from the mouth guards, but it isn't a perfect solution.
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I would like to be provided with the articles that you think simulated heat and mass transfer of droplets in condensation in the most accurate way. I am interested more in the simulations containing both fluid and vapor phases. Please recommend articles with numerical simulations, not analytical approaches.
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Here is one paper and some figures. I have more stuff, like mass transfer from nitrogen bubbles into water and cloud/droplet interactions. The mathematics are similar.
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Hi all,
I am dealing with quasi-static compression simulations on topology-optimized lattice structures using the Abaqus Explicit solver.
By the way, I have not modeled material failure model for several reasons and the material model I've used includes Johnson-cook plastic parameters for AM-SS316L. Now here is my question:
How important and effective is modeling material failure in this case? does it effectively change the stress-strain (force-displacement) curves trend?
If yes, what is your suggestion for material failure model of SS316L in Abaqus? Is there any easier way rather than finding J-C damage parameters for SS316L?
It would be great if anyone can help me to find these parameters.
Regards,
Mohsen
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Hi, SLM-ed SS316L does not need damage model. Based on numerous experiences working with the compression of SS316L lattices no fracture will occur even up to densification. In addition, bulk SS316L (cylinder) sample does not even fracture up to 80 % compressive strain. A solely bilinear or multilinear plasticity model will work for SS316L.
If you are interested in damage model for a less ductile metal, such as Ti64, high strength steel etc, you can consider the Johnson-Cook damage model nontheless. If you are not planning to obtain them experimentally, you can reference them easily from various lattice papers.
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Dear all,
I encountered some problems when using the ABAQUS CDP model. Could you please give me some suggestions?
I did a monotonic uniaxial test using a single 3D solid element (C3D8R) and the CDP model. As shown in the picture attached, if tension damage is defined the maximum principle stress vs maximum principle strain relation shows strain hardening compared to the input data, while the stress and strain curve matches the input value if tension damage was not introduced. This is kind of strange as material damage should not have an effect on the stress and strain relation under monotonic loading.
Moreover, when the plane stress element (CPS4R) is used, the stress and strain relation is identical for cases with and without damage as it should.
I have also attached the input files for both the 3D and 2D models. I will be grateful if you could give me some advice.
Regards,
Delon
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Hi Lei! It would be better to share the material and damage model you are using in this study, instead of inp file. These are the two key points to suggest/comment.
Best Regards!
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Hi, I entered the equations for a CPVT collector in ees and linked the model to TRNSYS to use in my simulations, the inputs (ambient temperature, atmospheric pressure and wind speed) are given to the model by Type109-TMY2, but the input for radiation (beam or total) is given zero and causes the model to not work properly. Does anyone know how to fix this? (The TMY2 file has no problem and works well with other components)
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you can contact Mr Essaid El Kennassi to help in this question
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I am trying to simulate the time-dependent corrosion of underground concrete structures. I'm looking for easy-to-use software that can handle such models. I know that common numerical simulation software (such as ANSYS and ABAQUS) can be used for this purpose. However, I am looking for a more straightforward and simple simulation tool specifically developed for such models.
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You can use FNCorrosion software for analysis.
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I am looking for FEM framework for cold cracks prediction in additive manufacturing. How to establish numerical criteria?
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Muhammad Qasim Zafar , these problems are common and fundamental, so you can find them in welding theory books and molybdenum welding guidelines. Good luck!
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With the limited ability of personal computers, it is often impossible to do numerical calculations because it involves a very large number of cells, for example, with 10 million cells. This problem is usually experienced when facing problems with large geometric sizes. What do we do to reduce the number of cells in a numerical simulation, but give good results?
Dear respective researchers, please give your reply for this case.
Thank you very much for your reply and contributions.
Kind regards,
Nazar
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Thank you very much for your reply and valuable contributions...🙏👍
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Since the unfortunate appearance of COVID-19, there has been a massive number of mathematical models based on the SIR or SEIR models. A perusal of these has shown that the models are mainly numerical simulations to predict the course of the outbreak under varying conditions. Would an understanding of the disease dynamics be improved if equilibria or bifurcation analysis was incorporated?
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Nice discussion...👍
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FEM, FTDT, MOM and BEM which method do you prefer and do use in your field?
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Subrat Sahu , you want apply FDTD to what kind of equations (Maxwell, elasticity, Navier-Stokes, ...) ?
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To analyze the thermal stratification of solar hot water storage tanks using numerical simulations, is it possible to apply the turbulence model? What are the parameters of using the model?
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In my opinion, it depends on the model that you are going to develop. Turbulence is a 3D phenomenon caused by inlet jet mixing, plume entrainment, heat losses, etc. Using CFD, of course, you can model the turbulence. However, it is not the case for one-dimensional models since temperature gradient is only considered in axial direction, but turbulence should also be considered in radial and angular directions. Followings are papers that give some hints to solve this issue:
I hope this reply helps!
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to which limit of acceptable error between numerical work and experimental work for validation
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The answer depends on several factors. For numerical solutions that are relatively new, difficult, and are related to engineering problems, differences of up to 30% are sometimes still acceptable....
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I'm training to make a numerical simulation for differents poisson's ratio which are varied between [0 0.1 0.2 0.3 0.4 0.5]. I need the references that contain their densities and young's modulus.
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you can visit from my publication
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Hi,
I would like to do the numerical simulation of an automobile catalytic converter and for that I need some input data such as viscosity, temperature, velocity &... of the exhaust gas. does anyone have access to this data to help me.
Thanks
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Dear Hessam Keshavarz,
The numerical model for the simulation may require a time independent formulation (time scale of channel flows) which can be used to describe the gaseous flow in order to calculate heat source terms for a transient heat conduction equation for the solid. Input data required.
The two-dimensional flow field of the fluid can be solved through the model and input data are required.
(1) Inlet (velocity, temperature, density, species mass fractions)
(2) Wall conditions (axial temperature profile) the two-dimensional flow field of the fluid can be solved.
(3) The material properties (density ρ, heat capacity Cp and thermal conductivity λ) are functions of the local temperature and material (monolith, insulation and canning) and can also be specified as functions of the direction.
(4) Different adsorption sites on the metallic catalyst surface, as surface reactions are considered between NO, CO, and O2 only for the kinetic data of the mechanism may be considered.
(5) The parameters of the catalyst used, e.g., metal composition and loading, dispersion, viscosity etc.
(6) Thermal capacities and insulation, varying design parameters, as geometry changes, variations in engine out emissions etc.
Ashish