In the recent years. many research efforts have been carried out on the bond strength between normal strength concrete (NSC) and reinforcing bars spliced in tension zones in beams. Many codes gave a minimum splice length for tension and compression reinforcement as a factor of the bar diameter depending on many parameters such as concrete strength. steel yield stress. https://poolsproductscanadas.shop/product-category/collections/
Effect of tension lap splice on the behavior of high strength concrete (HSC) beams
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