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

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...

Bibliografski detalji
Glavni autori:	Xiangji Ye, Wencheng Wei, Heng Zhang, Zezhou Ji, Hongxiang Tang, Xin Zhao
Format:	Članak
Jezik:	English
Izdano:	Nature Portfolio 2025-02-01
Serija:	Scientific Reports
Teme:	Plate anchor Strain softening Cosserat continuum Ultimate resistance Progressive failure Finite element analysis
Online pristup:	https://doi.org/10.1038/s41598-025-88268-x

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