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Effect of Loading Rate on Tensile and Failure Behavior of Concrete
Three-point bending experiments of concrete beams were conducted under the strain rate range of 10(−6) s(−1) and 1.5 × 10(−3) s(−1). A novel 3D laser scanner, Handy SCAN, was employed to detect the areas of interface, mortar and aggregate on the crack surface after the experiment. In this paper, the...
| Autores principales: | , , , |
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| Formato: | Online Artículo Texto |
| Lenguaje: | English |
| Publicado: |
MDPI
2020
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| Materias: | |
| Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7660217/ https://www.ncbi.nlm.nih.gov/pubmed/33105877 http://dx.doi.org/10.3390/s20215994 |