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Uniaxial Compressive Constitutive Relationship of Concrete Confined by Special-Shaped Steel Tube Coupled with Multiple Cavities

A method is presented to predict the complete stress-strain curves of concrete subjected to triaxial stresses, which were caused by axial load and lateral force. The stress can be induced due to the confinement action inside a special-shaped steel tube having multiple cavities. The existing reinforc...

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Detalles Bibliográficos
Autores principales: Wu, Haipeng, Cao, Wanlin, Qiao, Qiyun, Dong, Hongying
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2016
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC5456503/
https://www.ncbi.nlm.nih.gov/pubmed/28787886
http://dx.doi.org/10.3390/ma9020086