A Numerical Method for Applying Cohesive Stress on Fracture Process Zone in Concrete Using Nonlinear Spring Element

Aiming at the numerical simulation of the entire crack propagation process in concrete, a numerical method is proposed, in which cohesive stress on the fracture process zone (FPZ) is simulated and applied by a nonlinear spring element. Using displacement control, the cohesive stress values on the FP...

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Detalles Bibliográficos
Autor principal: Li, Zhuheng
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2022
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8838404/
https://www.ncbi.nlm.nih.gov/pubmed/35161192
http://dx.doi.org/10.3390/ma15031251

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8838404/
https://www.ncbi.nlm.nih.gov/pubmed/35161192
http://dx.doi.org/10.3390/ma15031251

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