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The FE simulations were validated using experimental in-vitro measurements, and the impact of different constitutive material models was investigated on leaflet stress distribution.
A revised suite of material models was presented and was shown to furnish the CSM capacity equations with a higher degree of accuracy when compared against experimental data.
A finite element analysis incorporating previously suggested material models was performed and verified by comparing the analytical results with the present experimental data.
Sectional analysis incorporating the suggested material models was also performed based on AFGC/SETRA recommendations, and the ratios of flexural capacities obtained from experiments and numerical analyses ranged from 0.91 to 1.19.
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Three material models were applied.
Linear elastoplastic material models were employed.
In Ali et al. (2010) a number of compressible material models is presented.
After that, these material models are assigned to fiber elements.
Simplified cyclic material models were used to describe the cyclic behavior of concrete and re-bars.
In OpenSees framework, these material models are named as QzSimple1, PySimple1 and TzSimple1, respectively.
The extension to transversely isotropic material models is also considered.
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