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Local Behavior of Lap-Spliced Deformed Rebars in Reinforced Concrete Beams
Twelve full-scale reinforced concrete beams with two tension lap splices were constructed and tested under a four-point loading test. Half of these beams had shorter lap splices than that recommended by American Concrete Institute Building Code ACI 318-19; they failed by bond loss between steel and...
| Autores principales: | , , , , |
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| Formato: | Online Artículo Texto |
| Lenguaje: | English |
| Publicado: |
MDPI
2021
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| Materias: | |
| Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8658533/ https://www.ncbi.nlm.nih.gov/pubmed/34885339 http://dx.doi.org/10.3390/ma14237186 |