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A method based on a shear deformation (Timoshenko-Mindlin) shell theory is investigated to determine the free vibration characteristics of a moderately-thick or thick toroidal shell.
In this work, the damage behavior and edge cracking of steel strip in cold rolling is analyzed based on a shear modified Gurson model.
The objectives of the optimization problem are formulated based on a shear deformation theory including the von-Karman non-linear effect for various cases of boundary conditions.
To this end, a hexagonal fiber-array model containing a broken fiber is considered in order to derive differential equations based on a shear lag model.
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For this purpose, a numerical methodology based on a shear-induced particle migration model (Sim) and the finite element method is presented and validated against analytical results and experimental data.
This preparation method is based on a shear-friction mechanism to transform GNPs to high-quality CNSs with high yield.
In 1989, a damage index based on a shear-drift curve was developed by McCabe and Hall (1989), in which drift during and after an earthquake was used to evaluate the damage assessment of a structure.
This strategy is mainly based on a softening shear stress-shear strain diagram adopted for modelling the crack shear stress transfer.
A punching shear strength mechanical model for RC flat slabs with and without shear reinforcement, based on a beam shear model previously developed by the authors, is presented.
The stress distribution of anchors showing interlaminar shear failure was then analyzed based on a maximum shear stress criterion.
The core was modelled as an anisotropic, compressible continuum, with failure based on a quadratic, shear stress-based criterion.
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