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...

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Dettagli Bibliografici
Autori principali:	Xiangji Ye, Wencheng Wei, Heng Zhang, Zezhou Ji, Hongxiang Tang, Xin Zhao
Natura:	Articolo
Lingua:	English
Pubblicazione:	Nature Portfolio 2025-02-01
Serie:	Scientific Reports
Soggetti:	Plate anchor Strain softening Cosserat continuum Ultimate resistance Progressive failure Finite element analysis
Accesso online:	https://doi.org/10.1038/s41598-025-88268-x

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