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...

Полное описание

Библиографические подробности
Главные авторы:	Xiangji Ye, Wencheng Wei, Heng Zhang, Zezhou Ji, Hongxiang Tang, Xin Zhao
Формат:	Статья
Язык:	English
Опубликовано:	Nature Portfolio 2025-02-01
Серии:	Scientific Reports
Предметы:	Plate anchor Strain softening Cosserat continuum Ultimate resistance Progressive failure Finite element analysis
Online-ссылка:	https://doi.org/10.1038/s41598-025-88268-x

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