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(a) The material models used for modeling concrete, reinforcing bars and tendon in this study are found to give promising results for the seismic performance assessment of the hollow reinforced concrete and prestressed concrete bridge columns.
The material models used in those models were first validated with experimental results from published literature.
Several failure and damage modes have been considered for different material models used in the inboard flap of a typical large transport aircraft.
Details of the nonlinear material models used have been provided by the authors in previous research (Kim et al. 2003; Kim et al. 2007; Kim et al. 2008; Kim et al. 2009; Kim et al. 2010).
The topics covered include finite element method modeling of the weld zone, the material models used for numerical modeling of TWBs, theoretical failure techniques and their application to TWBs, and the design and optimization of TWBs.
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The calibration of material models using the presented inverse methodology led to a significant improvement in simulation results.
Material models using fiber matrix interfacial strength as an input show promise in predicting the inelastic mechanical properties.
A series of numerical analyses are performed to examine the variability in predicted residual stress profiles for different material models, using a validated finite element model for a three-pass slot weld in AISI 316LN austenitic steel.
Ideally, one would compare the performance of different material models using a complete set of data on regional material properties, experimentally measured strains, and strains from an FE model derived from a single individual.
Thus, the in-vivo, in-vitro and FE results were consistent, implying suitability of the material model used.
The material model used for this purpose describes the nonlinear magnetic behavior by a set of differential equations.
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