Experimental Study of the Shear Performance of Combined Concrete–ECC Beams without Web Reinforcement

Background: Shear damage of beams is typically brittle damage that is significantly more detrimental than flexural damage. Purpose: Based on the super-high toughness and good crack control ability of engineered cementitious composites (ECC), the shear performance of concrete–ECC beams was investigat...

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Detalles Bibliográficos
Autores principales: Cheng, Kai, Du, Yulin, Wang, Haiyan, Liu, Rui, Sun, Yu, Lu, Zhichao, Chen, Lingkun
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2023
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10456389/
https://www.ncbi.nlm.nih.gov/pubmed/37629997
http://dx.doi.org/10.3390/ma16165706

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10456389/
https://www.ncbi.nlm.nih.gov/pubmed/37629997
http://dx.doi.org/10.3390/ma16165706

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