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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Bibliografiska uppgifter
Huvudupphovsmän: Xiangji Ye, Wencheng Wei, Heng Zhang, Zezhou Ji, Hongxiang Tang, Xin Zhao
Materialtyp: Artikel
Språk:English
Publicerad: Nature Portfolio 2025-02-01
Serie:Scientific Reports
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Länkar:https://doi.org/10.1038/s41598-025-88268-x