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Experimental Study on Bending Behavior of Cold-rolled Deformed Steel Bars Reinforced Concrete Slabs

机译:冷轧变形钢筋钢筋混凝土板弯曲行为的实验研究

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Cold-rolled deformed bar with wing is a new type of cold-rolled deformed bar, it has high tensile strength and better ductility than the general cold-rolled deformed bars, and has good bonding properties with concrete. Five types of totally 15 full-scale specimens were tested to investigate the mechanical behavior, failure mode and the suitable value of minimum reinforcement ratio of concrete slab with cold-rolled deformed bar with wing. Experimental parameters include the reinforcement ratio, concrete strength, and reinforcement diameter. The deflection of mid-span, the strain of cold-rolled deformed bar and the crack width measured under each load level were studied. The test shows that the specimens with the reinforcement ratio of 0.15% present ductile failure, while those with the reinforcement ratio of 0.12% present brittle failure. Based on the results of the experiment, this paper suggests that the value of minimum reinforcement ratio of concrete slabs with cold-rolled deformed bar with wing could be 0.15%.
机译:冷轧变形杆具有翼形的新型冷轧变形棒,它具有高抗拉强度和比一般冷轧变形的棒材更好的延展性,并具有良好的粘接性能与混凝土。测试了五种类型的完全标本,研究了用机翼冷轧变形杆的混凝土板的机械行为,故障模式和混凝土板的最小加固比值。实验参数包括增强率,混凝土强度和加强直径。研究了中间跨度的挠度,冷轧变形杆的应变和在每个载荷水平下测量的裂缝宽度。该试验表明,具有0.15%的增强率的试样呈现延性衰竭,而增强率为0.12%的脆性衰竭。基于实验的结果,本文表明,具有翼型冷轧变形棒的混凝土板的最小加固比值的值可以为0.15%。

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