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Waste Fiber Recycled Concrete Performance Based on Fracture Mechanics Research

机译:基于骨折力学研究的废纤维再生混凝土性能

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This paper studies on the waste fiber strength test of 88 concrete beams' crack, the beams section-dimension are 100 mm×100 mm and length 500 mm. Research on recycled aggregate replacement ratio, the waste fiber length and incorporation, the crack he ightratio effect on fracture toughness of concrete. The result indicates that the waste fibers can effectively limit extension and perforation of crack of recycled aggregate, increasing the ductility of concrete, enhancing fracture properties of concrete and conducive to the improvement of fracture toughness of concrete.
机译:本文研究了88个混凝土梁裂纹的废纤维强度试验,光束部分尺寸为100毫米×100mm,长度为500毫米。回收骨料替代率,废纤维长度和掺入,裂纹He Ightratio对混凝土断裂韧性的影响。结果表明,废纤维可以有效地限制再生骨料裂纹的裂缝,增加混凝土的延展性,增强混凝土的裂缝性能,有利于改善混凝土的断裂韧性。

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