Mathematical Model of Constitutive Relation and Failure Criteria of Plastic Concrete under True Triaxial Compressive Stress

To establish the mathematic model of the constitutive relation and failure criteria of plastic concrete under true triaxial compressive stress, uniaxial compressive strength and true triaxial compressive strength of plastic concrete under three kinds of confining pressures with a size of 150 × 150 ×...

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Detalles Bibliográficos
Autores principales: Hu, Liangming, Li, Shuyu, Zhu, Junfu, Yang, Xu
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2020
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7795814/
https://www.ncbi.nlm.nih.gov/pubmed/33383679
http://dx.doi.org/10.3390/ma14010102

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7795814/
https://www.ncbi.nlm.nih.gov/pubmed/33383679
http://dx.doi.org/10.3390/ma14010102

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