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Experimental Study on Shear Behavior of Non-Stirrup Ultra-High Performance Concrete Beams
Due to the high tensile strength of ultra-high performance concrete (UHPC), the shear stirrups in UHPC beams could potentially be removed. The aim of this study is to assess the shear performance of non-stirrup UHPC beams. Six UHPC beams were tested and compared with three stirrup-reinforced normal...
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/PMC10254858/ https://www.ncbi.nlm.nih.gov/pubmed/37297311 http://dx.doi.org/10.3390/ma16114177 |