A continuous-discontinuous deformation analysis method for simulating the progressive failure process of riverbanks

DOI10.1016/j.enganabound.2022.06.012OpenAlexW4283162891WikidataQ113875194 ScholiaQ113875194MaRDI QIDQ2085897

Bin Wang, Yonghui Cheng, Bo Lu, Jiebing Zhu, Dongdong Xu

Publication date: 19 October 2022

Published in: Engineering Analysis with Boundary Elements (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.enganabound.2022.06.012

zbMATH Keywords

progressive failurefailure mechanismdiscontinuous deformation analysiscontinuous-discontinuous methodriverbank collapse

Mathematics Subject Classification ID

Mechanics of deformable solids (74-XX) Biology and other natural sciences (92-XX)

Related Items (2)

Investigation of the shear band evolution in soil-rock mixture using the assumed enhanced strain method with the meshes of improved numerical manifold method ⋮ A nodal-based continuous-discontinuous deformation analysis method

Cites Work

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• GENERALIZED FINITE ELEMENT METHODS — MAIN IDEAS, RESULTS AND PERSPECTIVE
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