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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...
| Autores principales: | , , , , , , |
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| Formato: | Online Artículo Texto |
| Lenguaje: | English |
| Publicado: |
MDPI
2023
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| Materias: | |
| 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 |