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...
Principais autores: | Xiangji Ye, Wencheng Wei, Heng Zhang, Zezhou Ji, Hongxiang Tang, Xin Zhao |
---|---|
Formato: | Artigo |
Idioma: | English |
Publicado em: |
Nature Portfolio
2025-02-01
|
coleção: | Scientific Reports |
Assuntos: | |
Acesso em linha: | https://doi.org/10.1038/s41598-025-88268-x |
Registros relacionados
-
Experimental study on the stability of plate anchors in clay under cyclic loading
por: Long Yu, et al.
Publicado em: (2015-03-01) -
Finite Element Analysis Using a Cosserat Linear Elastic Continuum
por: Alfonso Mariano Ramos-Cañón, et al.
Publicado em: (2017-02-01) -
Effects of Strain-Softening and Strain-Rate Dependence on the Anchor Dragging Simulation of Clay through Large Deformation Finite Element Analysis
por: Mun-Beom Shin, et al.
Publicado em: (2022-11-01) -
Oblique pullout of strip anchor embedded in layered sandbed
por: Rakesh Shambharkar, et al.
Publicado em: (2024-08-01) -
A Comparison of Plasticity Regularization Approaches for Geodynamic Modeling
por: Thibault Duretz, et al.
Publicado em: (2023-07-01)