Limit State and Bifurcation Point in Hypoelastic Materials for Some Objective Stress Rates

The limit state in hypoelastic materials, analogous to the failure or yield in classical theory of plasticity, along with the bifurcation point, corresponding to a localized instability, have been studied. Analytical equations for the limit state subject to various choices of the objective stress rates have been developed for a rather general form of the hypoelastic constitutive equation. In a rational procedure, it was shown that a general form of the limit state, which can be reduced to any conventional form of the failure criteria in the theory of plasticity, can be achieved. We mean by rationality, the nondependence of the equations on any physical assumption or a particular form of the constitutive equation. Results were examined against available experimental data.

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Journal
Journal of Engineering Mechanics
Published
2025-03-12
DOI
https://doi.org/10.1061/jenmdt.emeng-8102
Citations
1
Primary Topic
Elasticity and Material Modeling
Type
article
Field-Weighted Citation Impact
0.67
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Limit State and Bifurcation Point in Hypoelastic Materials for Some Objective Stress Rates

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article

Limit State and Bifurcation Point in Hypoelastic Materials for Some Objective Stress Rates

Mojtaba Jahanandish, Mehdi Veiskarami, Siavash Ghabezloo, Fatemeh Kardooni, Nooshin Khelghat
article en
1 citations

Abstract

The limit state in hypoelastic materials, analogous to the failure or yield in classical theory of plasticity, along with the bifurcation point, corresponding to a localized instability, have been studied. Analytical equations for the limit state subject to various choices of the objective stress rates have been developed for a rather general form of the hypoelastic constitutive equation. In a rational procedure, it was shown that a general form of the limit state, which can be reduced to any conventional form of the failure criteria in the theory of plasticity, can be achieved. We mean by rationality, the nondependence of the equations on any physical assumption or a particular form of the constitutive equation. Results were examined against available experimental data.

Journal of Engineering MechanicsVol. 151(5)
École nationale des ponts et chaussées (FR), Shiraz University (IR)
Climate action
Openalex Percentile: Top 34%
Elasticity and Material Modeling
0.67
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