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...
| Những tác giả chính: | , , , , , |
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| Định dạng: | Bài viết |
| Ngôn ngữ: | English |
| Được phát hành: |
Nature Portfolio
2025-02-01
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| Loạt: | Scientific Reports |
| Những chủ đề: | |
| Truy cập trực tuyến: | https://doi.org/10.1038/s41598-025-88268-x |