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The soil was modeled using a strain hardening model implementing Mohr-Coulomb failure criterion.
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A strain hardening model using Mohr Coulomb failure criterion was adopted for the soil.
A strain hardening model using Mohr Coulomb failure criterion was adopted for the soil with a variation in the modulus of elasticity of the clay in the range of (5 50 MPa) to represent the variation of the soil from soft to stiff clay and a possion's ratio of 0.4.
The strain stress hysteresis behavior of steel was modelled as a bilinear with a strain hardening ratio of 3%%.
Furthermore, the proposed formula has incorporated a strain hardening factor for the SS-BRB that experiences strain hardening of the core after its initial yielding.
The first presents method for calculation components of stress and strain tensors using a multisurface hardening rule proposed by Mróz.
This paper presented a experimental investigation into the advantage of RC member with shear strengthening using strain hardening cementitious composites (SHCC), focused on the crack pattern of SHCC strengthening layer and its obvious advantage for increasing the shear load carrying capacity of the strengthened RC member.
The four most commonly used empirical strain hardening laws to fit the tensile data in the area of uniform plastic deformation to empirical equations were suggested by Hollomon (1945), Voce (1948), and Swift (1952).
More specifically, we examine the orientation dependent lattice strains in face-centered cubic polycrystals under fully reversed, strain-controlled cyclic loading using a cyclic hardening model implemented within a crystal-based finite element formulation.
Here, we report that severe plastic deformation of a quasi-constrained volume, which prevents brittle materials from fracture during the plastic deformation, can be used to induce strain hardening and to reduce shear localization in BMGs, thereby giving a significant enhancement in their ductility.
It can be used to describe strain hardening followed by strain-softening behaviour and to simulate dilatancy during shear application.
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