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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Bibliographic Details
Main Authors: Xiangji Ye, Wencheng Wei, Heng Zhang, Zezhou Ji, Hongxiang Tang, Xin Zhao
Format: Article
Language:English
Published: Nature Portfolio 2025-02-01
Series:Scientific Reports
Subjects:
Plate anchor
Strain softening
Cosserat continuum
Ultimate resistance
Progressive failure
Finite element analysis
Online Access:https://doi.org/10.1038/s41598-025-88268-x

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