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Round robin study on the determination of weld geometry parameters - Part A: analysis of a reference specimen

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The weld toe is known to be a critical point of fatigue failure in many welded constructions. Especially for research purposes but also for improving fatigue life predictions, the weld toes geometry is often described by a set of parameters, including the weld toe radius and the flank angle. There is no universal agreement on the definition of the geometry parameters as well as on measuring routines. To get an overview over used techniques and comparability between research labs, a comprehensive round robin study was conducted over the past years. Two measuring tasks were given to the participants. Part A: A machined specimen with well known geometry inspired by a cruciform joint was analyzed and the results were compared with the actual dimensions of the specimen. Part B: Welded specimens with unknown geometry were measured by the participants and the results were bench-marked against each other. The present study summarizes the findings of Part A. The study gives an overview over used measuring techniques, the influence of measuring equipment and the comparability of the results in the scientific community. Most of the participants achieved good results with their respective measuring methods for radii larger than 1 mm. Smaller radii tend to be overestimated.
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Welding in the World
https://doi.org/10.1007/s40194-024-01829-y
RESEARCH PAPER
Round robin study on the determination of weld geometry parameters
- Part A: analysis of a reference specimen
Matthias Jung1·Moritz Braun2·Jan Schubnell1·Heikki Remes3
Received: 27 February 2024 / Accepted: 16 August 2024
© The Author(s) 2024
Abstract
The weld toe is known to be a critical point of fatigue failure in many welded constructions. Especially for research purposes
but also for improving fatigue life predictions, the weld toes geometry is often described by a set of parameters, including the
weld toe radius and the flank angle. There is no universal agreement on the definition of the geometry parameters as well as
on measuring routines. To get an overview over used techniques and comparability between research labs, a comprehensive
round robin study was conducted over the past years. Two measuring tasks were given to the participants. Part A: A machined
specimen with well known geometry inspired by a cruciform joint was analyzed and the results were compared with the
actual dimensions of the specimen. Part B: Welded specimens with unknown geometry were measured by the participants
and the results were bench-marked against each other. The present study summarizes the findings of Part A. The study gives
an overview over used measuring techniques, the influence of measuring equipment and the comparability of the results in
the scientific community. Most of the participants achieved good results with their respective measuring methods for radii
larger than 1 mm. Smaller radii tend to be overestimated.
Keywords 3D scans ·Weld classification ·Weld geometry ·Local toe geometry ·Weld toe radius ·Flank angle
IIW Document No. XIII-2993-2023
1 Introduction
As numerous experimental an theoretical studies have shown,
the weld toe is known to be a fatigue critical location in
welded joints [17]. This can be explained by the stress con-
centration, caused by the weld bead. The weld geometry and
Recommended for publication by Commission XIII - Fatigue of
Welded Components and Structures.
BMatthias Jung
matthias.jung@iwm.fraunhofer.de
Moritz Braun
moritz.braun@dlr.de
Jan Schubnell
jan.schubnell@iwm.fraunhofer.de
Heikki Remes
heikki.remes@aalto.fi
1Fraunhofer IWM, Freiburg, Germany
2German Aerospace Center (DLR), Institute of Maritime
Energy Systems, Geesthacht, Germany
3Aalto University, Espoo, Finland
the magnitude of the stress concentration is affected by a vari-
ety of influencing factors, like welding technique, shop floor
position, weld type and welding parameters [613]. Many
post weld treatment techniques focus specifically on improv-
ing the shape of the weld toe [4,14,15]. Knowledge about
the geometry of the weld is often used in order to assess the
stress concentration. This can be done by simulations or by
utilizing parametric formulae [8,1622].
A common way for describing a welds shape is based on
a simplified model of the weld, which usually incorporates
at least a weld toe radius and a flank angle (Fig. 1). For deter-
mining the parameters a variety of methods was used in the
past. Manual measurements were done on the weld toe itself
or by obtaining a silicone negative of the welds shape. With
manual testing a dependency on the operator was reported
[2326]. More recent approaches focus on establishing auto-
mated measuring techniques based on weld profiles obtained
by 3D-scanning [8,22,24,25,27]. By this approach the
dependency on the operator is reduced and the change of
the shape along the weld can be analyzed by repeating the
procedure on different positions.
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Fig. 1 Exemplary geometric description of fillet and butt weld [28]
A discussion amongst participants of the IIW Commission
XIII meetings in the past years unveiled large differences
in the way weld toes are usually characterized. To get an
overview over used methods as well as a quantification of
the differences in the obtained results, a Round Robin study
was set up amongst the members of IIW C-XIII. The study
was divided into two parts, the analysis of a small specifically
designed and machined specimen (Part A) and the analysis
of 3 welded specimens from other research projects (Part B).
In the present work, the results for the first part (Part A) of
the study are presented.
2 Study design and specimen description
The goal of the study is to achieve an understanding of dif-
ferences in the weld toe radius measurement results between
different research institutions. In order to compare the results
a Round-Robin study was set up. In total 16 institutions
contributed to the study by analyzing a specimen, that was
specifically designed for this study.
The specimen used in this study was designed with the
overall shape of a cruciform joint in mind. To make sure, that
the geometry of the specimen is well defined, the specimen
was machined from an aluminum sheet using wire-cut electri-
cal discharge machining (EDM). The shape of the specimen
is shown in Fig. 2. Each of the “weld toes” was machined
with a different radius, varying from virtually zero (with a
very small radius caused by the EDM wire with a diameter
of about 0.15 mm) to 5.3 mm. The specimen was anodized to
achieve a dark, almost black surface color and it was labelled
with a coordinate system. Each “weld toe” was denominated
with a letter A-H. The dimensions of the specimen were not
communicated to the participating institutions.
The specimen was sent to each of the participating
institutions. The institutions were instructed to analyze the
Fig. 2 Shape of the round robin specimen
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Table 1 Digitizer types used in
the study Digitizer type Measuring principle Number of series
Laser line sensor Optical Light sectional Line projection (2D) 9
Fringe projection sensor Fringe projection (3D) 4
Laser distance sensor Point projection (1D) 1
Line confocal sensor Chromatic confocal surface profiling 1
3D-Microscopy Focal depth variation microscopy 1
Roughness Tactile 1
specimen with the techniques they usually use. To get con-
sistent results a Excel template was sent with the specimen
to be filled out by the participants, which should include
the radius obtained for each of the “weld toes”, a standard
deviation of the measurements if the radii were measured
more than once as well as rudimentary information about
the equipment used, e.g. the digitizer, it’s resolution and if
applicable a description of how the specimen was prepared
for analysis. The results were collected and evaluated by the
studies authors. To increase the number of participants the
studies authors gave an insight into the results during the
Round-Robin period on the IIW Commission XIII annual
and intermediate meetings.
3 Overview over used measurement
principles
Table 1gives an overview over the digitizer types used by
the participants. In general, the digitizer generates a digital
representation of the weld which is then analyzed to acquire
the weld toe geometry parameters. Most digitizers types (5
of 6) can be classified as non-tactile, optical measurement
methods. Among those a further distinction can be made by
measuring principle in light sectional methods, chromatic
confocal surface profiling and focal depth variation [29].
The light sectional methods rely on the triangulation of a
projected light pattern, that is altered by the surface topol-
ogy. The principle is shown in Fig. 3a for the point projection
method. A point is projected from a laser diode onto the sur-
face that should be measured. the apparent shift as seen from
an angle, where a optical line sensor is positioned, relates to
the distance between sensor and surface. Laser line sensors
extend that principle into a second dimension by faning out
the laser point into a straight line and replacing the optical
line sensor by a 2D image sensor. Fringe projection sensors
add a second camera and project a series of patterns onto
the surface. By that, a whole area can be digitized at once. It
should be noted, that for the measurement tasks in this study
a description of a weld profile is needed, which is inherently
a two-dimensional information. With the laser distance sen-
sors this can only be achieved by moving the sensor along
the measuring path. That means, that at least one positional
axis with an applicable sensing apparatus is needed. Laser
line sensors can produce the needed information in a single
measurement as long as the sensor is oriented precisely per-
pendicular to the weld. From fringe projection measurements
the weld can be oriented and the weld profile can be extracted
by applying a cross-sectional plane virtually using common
3D software.
The chromatic confocal surface profiling method pro-
duces a spectrum form white light in such a way, that each
Fig. 3 Measuring principles
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Welding in the World
Table 2 Number of cross-sections evaluated for each radius
Number of cross-sections
N/A 1 2...10 >10
Number of series 1 1 8 7
color of the spectrum can be assigned a known distance from
the sensor. By this the reflected lights spectrum shows a peak
in one frequency range, which is then related to the distance
from the sensor. The principle is illustrated in Fig. 3b. Focal
depth variation utilizes the limited depth-of-field of a micro-
scope. A sweep over different focal planes and filtering the
defocused areas allows for reconstruction of the 3D surface
information. In the study also one tactile method was used,
which used the information from a roughness and contour
measurement system.
4 Results
The 16 participants reported 17 measurement series in total
(one participant conducted two independent measurement
series with different sensors/approaches). The main content
of the responses is a radius and angle value for each position
on the specimen with given standard deviation if more than
one cross-section was evaluated for each position. That was
the case in 15 of 17 series, as stated in Table 2. In four series,
the specimen was treated with a coating agent to tarnish the
surface, which was usually referred to by the participants
as white powder. Within the responses information about the
resolution and accuracy of the used scanning system was also
requested, but the data that was provided was too inconsistent
to be evaluated.
The measured radii reported by the participants are shown
in Fig. 4a. The median and the interquartile range fit the
machined radii very closely. For the 17 series a variety of dig-
itizer principles was used, with the most common being Laser
line sensors and Fringe projection sensors. An overview is
given in Table 1. Isolating laser line and fringe projection
sensors from the dataset allows for a comparison of the two
most common measuring principles (Fig. 4b).
Figure 5a shows the absolute and relative error of the
radius measurements. While single measurements produced
rather large errors, the majority achieves accurate results for
radii larger than 1mm. The small radii F and G are usually
overestimated.
Figure 5b shows the absolute error of the angle measure-
ments, with the target value being 135° for all radii A-F.
For the majority of participants the angle measurements are
accurate to a few degrees. The larger deviations (larger than
20°) are caused by two of 17 measurement series, both with
unknown evaluation method.
For 6 series a rudimentary description of the evalua-
tion method was included with the returned data. These
descriptions allow for a categorization in ‘automated’, ‘semi-
automated’ and ‘manual’ evaluations, with two series in
each category. The remaining 11 series are categorized as
‘unknown’. In Fig. 6the accuracy of radius and angle for
each individual measurement is shown. While most mea-
Fig. 4 Overview over radius measurements
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Welding in the World
Fig. 5 Errors of measured values
surements concentrate in the area of low error with respect
to both parameters, a series of measurements shows inac-
curacies in the angle while maintaining low relative radius
error. Other measurements show good angular measurements
while having high relative radius errors. Only two individual
measurements (both semi-automatic) show large deviations
in both radius and angle.
5 Discussion
A possible factor influencing the quality of the weld toe
geometry parameters estimation is the measuring principle
used. In total 5 different non-tactile and one tactile measuring
Fig. 6 Measuring errors for angle and radius
principle were used (see Table 1). On a first glance, the series
with the least accurate results were evaluated based on data
from laser line sensors and laser point sensors. To investigate
if the measuring principle is likely to be the cause for the
deviations, five cross-sections of radii D and E are compared
visually in Fig. 7. The scans seem to be very similar, while
the evaluated radii differ vastly from the machined radii (for
radius D up to 37%, see Table 3. To support this finding the
points in the region of the radius (3.45 mm x7.2mm)
where selected form the respective point clouds and the radius
was calculated using a least squares approximation. The least
squares radii are much closer to the machined radius. Another
argument for the independence of the results from the chosen
measuring principle can be derived from Fig. 4b. Although
Fig. 7 Comparison of five 3D scan cross-sections for radius D
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Welding in the World
Table 3 Radius D obtained from selected scans as measured in the
round robin study and by applying a least-squares method to the area
of interest in the point clouds
Cross-section Radius at position D rDin mm
in Fig. 7Machined Round Robin Least Squares
P1 5.3 4.99 5.35
P2 5.41 5.30
P3 3.31 5.24
P4 5.18 5.19
P5 5.29 5.30
there is a large difference in the results spread, the interquar-
tile range and the median are fitting the machined radii nicely
for laser line sensors and for fringe projection sensors both.
From this finding it can be assumed, that both measuring prin-
ciples are in general capable of producing point clouds that
allow for a adequate evaluate downstream the process. Laser
line sensors and fringe projection sensors seem to be consid-
ered appropriate for the given task by many researchers, as
13 of 17 series were evaluated based on 3D scans obtained
with sensors working with these two principles (Table 1).
Comparing the evaluation methods in Fig. 6shows, that
most series for which the evaluation method was described
achieve at least good results for determining the angle. The
fully automated methods have difficulties determining the
radius accurately, with the all points with larger relative
errors of the radius being related to the very small radius
‘F’ (0.15mm). Semi-automated and manual measurements
show a slightly better performance with the very small radius.
It should be noted, that the large portion of unknown could
potentially alter this finding largely.
To quantify the influence of the measured radius and angle
on a possible fatigue assessment at the weld toe, the notch
stress intensity factor Kfwas calculated from the determined
radii and angles. The notch stress intensity factor Kfcan be
derived from the stress concentration factor (SCF) Ktand
the notch sensitivity η(1).
Kf=Kt
η(1)
For determining the stress concentration factor the for-
mula by Anthes for bending load on a cruciform joint (Eq. 2
with Table 4) was used [16]. The authors are aware, that
there are many different and probably more accurate formu-
Table 4 Parameters used for calculating Ktusing Eq. 2[16]
a0a1a2a3b1b2l1l2l3in °
0.181 1.207 1.737 0.689 0.156 0.2070 0.2919 0.3491 3.2830
Fig. 8 Notch stress intensity factors at the weld toe calculated using
the notch sensitivity coefficient approximation by Dietmann [30]and
the stress concentration factor approximation formula by Anthes [16]
for a cruciform joint under bending load
lae available, but, for the purpose of this analysis, the Anthes
formula was deemed appropriate (Table 4).
Ktt
ρ
=1+b1·t
ρb2·1+
3
i=0
ai·siniα·t
ρl1+l2·sin (α+l3)
(2)
The notch sensitivity was approximated using the formula by
Dietmann with the yield strength at 0.2 % plastic deformation
Rp,0.2being set to 355MPa (3)[30,31].
η=1+55
Rp,0.22
ρ(3)
The resulting notch stress intensity factors are shown in
Fig. 8and compared with the notch stress intensity factors
calculated using the machined radii and angles. For larger
radii the differences in the measured values only have a small
influence on the stress concentration. However, for smaller
radii the estimations are far off the notch stress intensity fac-
tor calculated by the machined dimensions. Especially for
the smallest radius ‘F’ (0.15mm), the notch stress intensity
factor is underestimated by around 30 % for the median of the
measured values with an interquartile range of 0.41, which
is 15% of the median value. The low outliers on radii ‘B’
(1.2mm), ‘H’ (1.9 mm) and ‘D’ (5.3 mm) can be explained
by a vast underestimation of the flank angle.
6 Conclusion
A round-robin study was set up to compare how different
researchers are characterising welded joints geometrically.
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Welding in the World
A specimen with eight idealized weld toes was machined
and sent to 16 participants, which analyzed the specimen and
reported their measured angles and radii. The main findings
were:
Most procedures achieved a decent accuracy with radii
larger than 1mm, while the errors on smaller radii are
usually larger and vary much more amongst the partici-
pants.
The flank angle was measured accurately by most partic-
ipants.
Measurements on radii larger than 1 mm have shown to be
adequate for estimating the notch stress intensity factor.
For smaller radii the notch stress intensity factor is under-
estimated by around 30%.
Participants with similar measurement systems achieved
similar results.
Originally, it was planned to quantify the influence of the
digitization technique and especially the resolution on the
results. Due to the large differences in the evaluation pro-
cedures used at the participants, this influence can currently
not be asserted. Therefore, a follow-up task was defined to
acquire more detailed information on the digitization and
evaluation methods that were used. The authors are planning
on starting a survey among the participants to get a detailed
description of how radius and angle are derived from the
digital cross-section data. Also, the authors have received
3D point clouds of the specimen from many participants,
from which information about resolution and accuracy can be
derived. The point clouds might also be used to test automated
evaluation procedures with data from different digitizers.
The study was set up with a second part (Part B), that
compares results from three actual welded specimens. The
evaluation of Part B is in process, publication is expected
for 2024. Further work is required in the automation of the
geometric characterisation of welded joints, only four par-
ticipants reported using an automated or a semi-automated
approach. The authors themselves are working on projects
to utilize artificial neural networks for characterising welded
joints.
Acknowledgements The authors want to express their gratefulness to
all participants of the round robin study: Zuheir Barsoum, Gustav Hult-
gren (KTH Stockholm, Sweden); Jonas Hensel (ifs, Braunschweig,
Germany); Jörg Baumgartner (Fraunhofer LBF, Darmstadt, Germany);
Martin Leitner (Montanuniversität Leoben, Austria); Heikki Remes
(Aalto University; Finland); Fabien Lefebvre (CETIM, Senlis, France);
Antti Ahola (LUT University, Lappeenranta, Finland); Daniel Löschner
(University of Applied Sciences Munich, Germany); Christian Dänekas
(Leibniz University Hannover, Germany); Hendrik Bissing (RUB,
Bochum, Germany); Seiichiro Tsutsumi (Osaka University, Japan);
Philippe Thibaux (OCAS, Zwijnaarde, Belgium); Andreas Pittner
(BAM, Berlin, Germany); Andreas Gericke (Fraunhofer IGP, Rostock,
Germany); Matthias Jung, Jan Schubnell (Fraunhofer IWM, Freiburg,
Germany); Finn Renken, Moritz Braun (TUHH, Hamburg, Germany
and German Aerospace Center (DLR), Institute of Maritime Energy
Systems, Geesthacht, Germany). The authors also thank the IIW Com-
mission XIII, led by Kenneth MacDonald, and C-XIII Working Group
4, led by Heikki Remes, for offering a platform for collaboration and
discussion.
Author Contributions All authors contributed to the study conception
and design. The Round-Robin study was mainly administered by Jan
Schubnell and Moritz Braun. The data was analysed by Matthias Jung.
Heikki Remes supervised the Round-Robin study and supported with
thorough discussions of the analysis. The first draft of the manuscript
was written by Matthias Jung and all authors commented on previous
versions of the manuscript. All authors read and approved the final
manuscript.
Funding Open Access funding enabled and organized by Projekt
DEAL. No funding was received to assist with the preparation of
this manuscript. The participation of Matthias Jung at the IIW Annual
Assembly and International Conference 2023 in Singapore was kindly
supported by the German Welding Society with a DVS-IIW Young Pro-
fessionals grant.
Declarations
Conflict of Interest Apart from the aforementioned the authors do not
declare any conflicts of interest.
Open Access This article is licensed under a Creative Commons
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permitted use, you will need to obtain permission directly from the copy-
right holder. To view a copy of this licence, visit http://creativecomm
ons.org/licenses/by/4.0/.
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... Additionally, only one evaluation approach was fully automatic. Under good scanning conditions (no reflections, unified color, constant geometry, etc.) the influence of the 3D measurement system could be neglected but the evaluation algorithm's influence still exists70 [22]. ...
... An relative error of ϵ rel = 0.2 corresponds to an relative error on the stress concentration factor (SCF) of maximum 5 %, see appendix A.3. It should be mentioned that significantly higher errors are reported in the current Round Robin study based on the same scanned geometry [22]. Fig. 10 illustrates the analysis of the weld toe radius where high deviations are determined by LSM and IM. ...
... Finally, the methods for the determination of weld toe radius and weld toe angle are applied to scan data. For this purpose, a reference specimen from the round robin study [22] is used. The specimen was designed based on the overall shape of a cruciform joint, see Fig. 20. ...
Article
Full-text available
This paper addresses the challenge of precise determination of weld toe radius and flank angle in welded joints. Despite the importance of these parameters for fatigue strength, existing research has not provided clear computational methods for their accurate evaluation. To address this research gap, various evaluation algorithms were developed and applied to both artificially generated profiles of butt-welded and fillet-welded joints and real digital scan data of a reference specimen. The study derives initial recommendations for data quality and the selection of evaluation methods based on weld seam geometry and point spacing. These recommendations consider the demonstrated areas of validity and limitations. The results show that a least squares approach offers the greatest potential to accurately determine weld toe radii. Additionally, the flank angle can be well determined using the gradient of the weld seam profile. The results improve the understanding in assessment of weld seam geometries, enabling automated and precise weld quality inspection in the future. This study may contribute in the future derivation of normative and harmonization regulations for the determination of weld toe parameters.
... For this, two stages of the round-robin study were organized. In the first part (part A), a machined specimen with known geometry resembling a cruciform joint was analyzed, and the results were compared with the actual dimensions of the specimen [15]. This work presents the results of the second part (part B) based on real welded specimens. ...
... For this reason, the accuracy of the measurement results is quantified by their deviation from the global median. It turns out that the weld seam type and state has a very high influence on the measurement results compared to the results of the part A study [15]. The weld toe 3 and weld toe 4 of specimen IIW-A, which were manually repair-welded, show very large deviations in the weld toe radius measurement; see Fig. 7a. ...
Article
Full-text available
The local geometry of the weld toe or the weld seam has a high influence on the fatigue strength of welded joints. Two main parameters for the geometrical description of the weld toe are the weld toe radius and the weld toe angle. Currently, there is no uniform definition or standardized measurement approach for the assessment of these parameters. For this reason, the presented extensive round-robin (RR) study focusses on the influence of different evaluation techniques and measurement systems regarding the mentioned parameters based on 3D surface scans. In total, 20 participants take part in this two stage RR (19 participants in the second part). In this work, the results of the second part (part B) of the RR, namely the evaluation of weld toe radius and weld toe angle on real welded joints, are presented, where the actual weld toe geometry is not known a priori. For this, 22 data sets were evaluated. The data sets consist of measured values for the radius and angle of the weld toe in relation to the position along the weld seam. In general, significant variations are determined for the evaluated weld geometry parameters, especially for the weld toe radius. It is also shown that the condition of the weld toe transition has a high influence on the parameter. Particularly for weld seams with a low weld toe angle, the measurement results for the radius of the individual participants show high variations. For small weld toe radii, the results are quite comparable between the participants. The results for the weld toe angle are comparable for flat welds, but a wide range of results is observed for sharp weld toes. The degree of automation of the measurement method also has a high influence on the results. The most accurate results are expected from manual measurements, while the fully automatic and semi-automatic methods show larger deviations.
... Although the ratio of undercut depth to undercut radius ( / ) has significance for continuous undercut [10][11][12], it omits the 3D geometry of non-continuous local undercut. Furthermore, the measurement of the radius has its challenges, as pointed out by several researchers [2,3,13,14], and can potentially lead to significant uncertainties if utilized for quality control purposes [3]. Additionally, the existing numerical studies on the geometry of the undercut utilizes idealized 2D geometry where the geometric parameters are individually varied, which has limited capability to describe the 3D undercut geometry. ...
... The undercut radius ( ), and the ratio of undercut depth to undercut radius ( / ) have a theoretical significance in describing the sharpness of the notch [38]. However, the radius measurement in practice has its challenges, as pointed out by several researchers [2,3,13,14]. Meanwhile, the measurements of d and w are more robust and well-established as they are linear length measures on a straight path. ...
... Additionally, studies such as Schubnell et al. (2020), Jung et al. (2024), Renken et al. (2024) have already compared various measurement systems, albeit with different measurement methods. These works demonstrate the diversity of measurement systems currently in use. ...
... To verify the results, the filters are to be tested on a real specimen scanned using the same laser scanner which is used for the previous procedure. A reference specimen made by wire-cut electrical discharge machining (EDM) within the Round Robin study of the International Institute of Welding (IIW) on weld geometry measurements is used for this purpose [31]. The specimen has a total of four fillet welds and thus eight weld toes with specified parameters. ...
Article
Full-text available
In order to ensure high weld qualities and structural integrity of engineering structures, it is crucial to detect areas of high stress concentrations along weld seams. Traditional inspection methods rely on visual inspection and manual weld geometry measurements. Recent advances in the field of automated measurement techniques allow virtually unrestricted numbers of inspections by laser measurements of weld profiles; however, in order to compare weld qualities of different welding processes and manufacturers, a deeper understanding of statistical distributions of stress concentrations along weld seams is required. Hence, this study presents an approach to statistically characterize different types of butt joint weld seams. For this purpose, an artificial neural network is created from 945 finite element simulations to determine stress concentration factors at butt joints. Besides higher quality of predictions compared to empirical estimation functions, the new approach can directly be applied to all types welded structures, including arc- and laser-welded butt joints, and coupled with all types of 3D-measurement devices. Furthermore, sheet thickness ranging from 1 mm to 100 mm can be assessed.
Thesis
Full-text available
Although it is known that the material properties of steel and its welded joints change with decreasing temperatures, little research has been done on fatigue strength at sub-zero temperatures and design curves and methods for room temperature are also applied to sub-zero temperatures. By means of stress-life (S-N) tests, the fatigue strength of welded structural steels at temperatures down to -50 °C was investigated. In addition, fatigue design concepts for welded joints—based on the micro-structural support effect hypothesis—are extended to sub-zero temperatures.
Article
Full-text available
In the present paper, a fatigue analysis for welded joints made of mild, and high- and ultra-high-strength steel grades and post-weld-treated with grinding and combined grinding and peening methods is carried out using literature data. The 4R method was used to re-analyze the data points considering material strength, residual stress, applied stress ratio, and weld toe radius. The use of the 4R method, instead of local fatigue strength assessment approaches, enabled residual stresses to be taken into consideration and accurately predicted the fatigue strength of joints in the as-welded and post-weld-treated conditions, including grinding and combined grinding and peening methods.
Article
Full-text available
In the current study a method to determine the location of fracture initiation for non-load carrying fillet welds based on continuous geometry measurements is proposed. Measurements and weld quality evaluation were carried out on welded specimens using the Winteria® software qWeld. One hundred nineteen specimens were produced, scanned, and fatigue tested until failure. The fracture surfaces have been investigated in order to find the location(s) for most probable point(s) of initiation. These data were then used to fit the proposed model parameters used to predict the point of initiation. Local weld geometry measurements were extracted from the predicted fracture initiation location(s) to analyse the correlation between local weld geometry and fatigue life. It was observed that fatigue life and leg length were positively correlated and that strong correlations exist between the individual geometrical parameters with regard to location of the fatigue crack initiation.
Article
Full-text available
The fracture mechanics-based IBESS approach is applied to the determination of FAT classes of butt welds with crack initiation along the weld toe. The aim is an investigation of the effect of the geometrical parameters toe radius, flank angle, reinforcement and secondary notches such as roughness or undercuts. The influence of these parameters is discussed both individually and in combination; however, excluding statistical distributions of them and the material data. The results, when compared with conventional FAT classes for butt welds, are encouraging with respect to a potential contribution of IBESS to the discussion of more advanced quality criteria for welds. To that purpose, demands for further research are proposed.
Article
Commonly, to evaluate the influence of the local weld geometry in fatigue test, small-scale specimens are used, assuming those represent a longer weld adequately. In this study, a comparison between short specimens and a long weld is performed. A method is developed for the statistical evaluation of weld toe radii and angles, stress concentration factors and weld quality classes. The results show a strong sampling rate dependence and lower ISO 5817:2014 weld quality results for higher sampling rates. Comparable results between short specimens and a long weld can be achieved using modal values of the parameters assuming a lognormal distribution.
Article
It is well known that material properties undergo significant changes with temperature. In order to meet extreme environmental requirements for ships and offshore structures operating in Arctic regions, the effect of temperature on material behavior needs to be considered. In recent studies, significantly higher fatigue strength was observed for base materials and welded joints in comparison to room temperature. Fatigue strength increased even for temperatures far below the allowed service temperature based on fracture toughness results; however, sub-zero temperatures fatigue data is scarce and effects of steel strength and welding type on fatigue strength changes are unknown. Material selection for ships and offshore structures is typically based on empirical Charpy and fracture toughness relations at the design temperature, minus a safety margin. Thus, this study presents material test results including fatigue tests of butt-welded joints, tensile test, and Charpy impact toughness tests at room and sub-zero temperatures of different structural steel types. Additionally, the effect of welding techniques and steel strength are discussed. The results can be used to extend design approaches for ships and offshore structures subject to sub-zero temperatures and to improve material selection for ships and offshore structures operating in Arctic regions.
Article
Fatigue evaluation based on the effective notch stress approach requires stress concentration factors for idealized notch geometries. In this paper, stress concentration factors are calculated numerically for different idealizations of the weld geometry. The joints covered here are one-sided Y-butt joints and two-sided DY-butt joints, each with partial and full penetration. The variable parameters of the finite element models are the weld flank angle, the notch radius, the sheet thickness, the ratio of weld seam width to sheet thickness, and the ratio of height of non-fused root face to sheet thickness. Existing estimation formulae for stress concentration factors will be compared with new methods for stress concentration factor estimation: (a) polynomial regression using mixed terms and (b) artificial neural networks. These two methods show similar or superior quality compared with the existing estimations which is expressed through lower estimation errors with respect to the numerically calculated stress concentration factors. The database for the regression analysis using methods (a) and (b) consists of a total of 11,871 design alternatives obtained by finite element analysis. In addition to the improved quality of prognosis, the range of allowable geometrical parameters is significantly increased compared with the existing formulae. The methods (a) and (b) provide a possibility to a fast estimation of stress concentration factors of sufficient quality for a large range of geometrical weld seam parameters. The presented formulae could also be part of a programmed solution.
Book
This book offers a genuinely practical introduction to the most commonly encountered optical and non-optical systems used for the metrology and characterization of surfaces, including guidance on best practice, calibration, advantages and disadvantages, and interpretation of results. It enables the user to select the best approach in a given context. Most methods in surface metrology are based upon the interaction of light or electromagnetic radiation (UV, NIR, IR), and different optical effects are utilized to get a certain optical response from the surface; some of them record only the intensity reflected or scattered by the surface, others use interference of EM waves to obtain a characteristic response from the surface. The book covers techniques ranging from microscopy (including confocal, SNOM and digital holographic microscopy) through interferometry (including white light, multi-wavelength, grazing incidence and shearing) to spectral reflectometry and ellipsometry. The non-optical methods comprise tactile methods (stylus tip, AFM) as well as capacitive and inductive methods (capacitive sensors, eddy current sensors). The book provides: • Overview of the working principles • Description of advantages and disadvantages • Currently achievable numbers for resolutions, repeatability, and reproducibility • Examples of real-world applications A final chapter discusses examples where the combination of different surface metrology techniques in a multi-sensor system can reasonably contribute to a better understanding of surface properties as well as a faster characterization of surfaces in industrial applications. The book is aimed at scientists and engineers who use such methods for the measurement and characterization of surfaces across a wide range of fields and industries, including electronics, energy, automotive and medical engineering.