Finite element analysis for pullout resistance and progressive failure of strip anchors in strain softening marine soils

Abstract Given the limited research on regularization mechanisms in finite element analysis of the ultimate pullout resistance of plate anchors, particularly considering soil strain softening, this paper employs a Cosserat continuum regularization mechanism combined with a Mohr–Coulomb matched Druck...

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Hlavní autoři: Xiangji Ye, Wencheng Wei, Heng Zhang, Zezhou Ji, Hongxiang Tang, Xin Zhao
Médium: Článek
Jazyk:English
Vydáno: Nature Portfolio 2025-02-01
Edice:Scientific Reports
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On-line přístup:https://doi.org/10.1038/s41598-025-88268-x