Equivalency of multiplicative hyperelasto-plastic and additive hypoelasto-plastic finite deformation Cam-clay models
Equivalency of multiplicative hyperelasto-plastic and additive hypoelasto-plastic finite deformation Cam-clay models
Toshihiro Noda; Takahiro Yoshikawa
21st International Conference on Soil Mechanics and Geotechnical Engineering (Vienna)
TC103
https://doi.org/10.53243/ICSMGE2026-2368
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