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体外预应力混凝土T梁正截面受力性能试验

, PP. 70-74

Keywords: 桥梁工程,体外预应力,静力试验,钢筋混凝土梁,力学性能

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Abstract:

针对国内体外预应力研究较落后的现状,进行了6根体外预应力筋和2根普通钢筋混凝土简支T梁正截面静力加载试验,对其受力过程、破坏形态、承载力、延性和变形情况进行了分析。试验结果表明,体外预应力筋可以大幅度提高混凝土梁的开裂荷载、屈服荷载和极限荷载,延迟裂缝开展,改善梁的正常使用状态直线束双转向块力筋形式对试件抗裂最为有利,双折线力筋对屈服荷载提高幅度最大,转向块个数能显著提高试件的极限荷载体外预应力能有效减小构件的变形,延缓钢筋屈服,构件的整体刚度显著提高体外预应力筋不同布置形式对试件极限承载力和挠度变形影响较大,而预应力张拉方式影响相对较小。

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