Indra Narayan Yadav

Indra Narayan Yadav
Tribhuvan University · Department of Civil Engineering

Doctor of Philosophy in Civil Engineering (PhD)

About

12
Publications
1,006
Reads
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26
Citations

Publications

Publications (12)
Article
Anisotropic theoretical fatigue damage model for concrete material based on rigorousness degradation law of continuum damage mechanics theory of concrete materials due to tensile strain increment reflected as a newly proposed theory for quantification of fatigue damage is developed by utilizing the Helmholtz Free Energy (HFE) related to the thermod...
Article
Based on the modulus mortification rule of continuum internal variable theory of thermodynamics connected to concrete materials under frazzle loading, a simple, reliable, better and computational efficient theoretical fatigue damage model due to formation of microvoids, microcracks, microdefects and fractal is proposed. The prescribed new theory is...
Article
Based on the continuum damage mechanics theory of concrete materials under fatigue loading; a phenomen-ological fatigue damage model due to nuclei-propagation of microdefects, microvoids and fractal of rendered concrete in conjunction with more compliant are developed by utilizing internal variable theory of thermo-dynamics. Experimental data from...
Article
Full-text available
Strain-based theoretical fatigue damage model is developed by utilizing internal variable theory of thermodynamics of continuum damage mechanics approach related to woven glass fabric composite material. Based on the laminate theory of composite engineering, a phenomenological fatigue damage model under decomposition of Helmholtz Free Energy (HFE)...
Article
Application of smaller stress lesser than ultimate capacity at the repeated number of cycles to the concrete and Gender "sudden death" i.e. hearth attack in terms of damage is occurred called "Fatigue". Unequal Pay, Interview questions, Diminished responsibilities, Restrooms, Conversations, Glass Ceilings, Political bias, Terminations, Outdated vie...
Article
Full-text available
Based on the Stiffness degradation rule of woven glass fiber composite under fatigue loading, a phenomenological fatigue damage model containing two material parameters in which first is directly proportional to the fatigue life and second is inversely proportional to fatigue loading level is presented in this paper by analyzing damage development...
Preprint
Analysis of Fatigue Strain, Fatigue Modulus and Fatigue Damage for the modeling of concrete plays a vital role in the evolution material behaviour which is heterogeneous and anisotropic in nature. In this paper, the Level-S nonlinear fatigue strain curve, fatigue modulus curve, residual strain curve of concrete in compression, tension, flexure and...
Article
The most commonly and popular type of bridge used in Nepal is T beam bridge due to it's simple in design, construction and maintenance than other types. T-beam Bridge comprises of a concrete slab integral with girders. This type of bridges is more preferred when it comes to connectivity to short distances. So, it is necessary to update the analysis...
Article
Strain-based Approach to the fatigue evolution modeling of concrete under uniaxial tension-tension loading plays a very important role in the evaluation of the material properties of concrete utilizing strain analysis methods, the nonlinear fatigue strain evolution model is proposed, and the hypothesis of recycle ratio related fatigue strain amplit...
Conference Paper
Full-text available
The dynamic testing of large-scale structures continues to play a significant role in earthquake engineering research with the help of pseudo-dynamic test (PDT) method using superstructures techniques. A CFST-RC column has assumed to be bridge pier for this study. In this study, a scaled model of Ganhaizi bridge pier was used for experiment. To get...

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