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Accurately and explicitly simulating distinct tensile and compressive behaviors of various concretes with new elastoplasticity model

Quan-Pu Liu, Jia Kang, Long-Xu Tan, Si-Yu Wang, Otto Bruhns, Heng Xiao

Multidiscipline Modeling in Materials and Structures (2023) 19 (6): 1363–1375.

https://doi.org/10.1108/MMMS-07-2023-0220

Published: 24 October 2023

View article titled, Accurately and explicitly simulating distinct tensile and compressive behaviors of various concretes with new elastoplasticity model

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Journal Articles

A new and direct approach toward modeling gradual strength degradation of metal beams under cyclic bending up to fatigue failure

Heng Xiao, Zi-Tao Li, Lin Zhan, Si-Yu Wang

Multidiscipline Modeling in Materials and Structures (2022) 18 (3): 502–517.

https://doi.org/10.1108/MMMS-03-2022-0042

Published: 16 May 2022

View article titled, A new and direct approach toward modeling gradual strength degradation of metal beams under cyclic bending up to fatigue failure

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Parameter-free strain-energy function which automatically and accurately matches benchmark test data for soft elastic solids

Heng Xiao, Wei-Hao Yan, Lin Zhan, Si-Yu Wang

Multidiscipline Modeling in Materials and Structures (2022) 18 (1): 129–141.

https://doi.org/10.1108/MMMS-11-2021-0182

Published: 17 January 2022

View article titled, Parameter-free strain-energy function which automatically and accurately matches benchmark test data for soft elastic solids

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Realistic hardening-to-softening transition effects of metals over the finite strain range up to failure

Zi-Han Xu, Lin Zhan, Si-Yu Wang, Hui-Feng Xi, Heng Xiao

Multidiscipline Modeling in Materials and Structures (2021) 17 (3): 525–536.

https://doi.org/10.1108/MMMS-05-2020-0099

Published: 21 August 2020

View article titled, Realistic hardening-to-softening transition effects of metals over the finite strain range up to failure

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Accurately and explicitly simulating distinct tensile and compressive behaviors of various concretes with new elastoplasticity model

A new and direct approach toward modeling gradual strength degradation of metal beams under cyclic bending up to fatigue failure

Parameter-free strain-energy function which automatically and accurately matches benchmark test data for soft elastic solids

Realistic hardening-to-softening transition effects of metals over the finite strain range up to failure

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Accurately and explicitly simulating distinct tensile and compressive behaviors of various concretes with new elastoplasticity model

A new and direct approach toward modeling gradual strength degradation of metal beams under cyclic bending up to fatigue failure

Parameter-free strain-energy function which automatically and accurately matches benchmark test data for soft elastic solids

Realistic hardening-to-softening transition effects of metals over the finite strain range up to failure

Email alerts

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