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Response of finite elements models were calculated by pushover analysis.
One-dimensional analytical models and three-dimensional finite elements models were used to investigate the source of a mechanically-induced negative Tg shift in highly filled systems.
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For this purpose analytical models based on equilibrium considerations and finite elements models are used.
Finite element models were built for these walls.
In parallel with the tests, finite element models were developed.
Finite element models were used to simulate the experiments.
Two-dimensional finite element models were developed for the analysis.
The finite element models were validated against the test results.
Both finite element models were created in Abaqus finite element software.
Finite element models were established for elastoplastic time history analysis on the model structure.
Finite element models were built and validated to be reliable using the existing test results.
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