不同尺度钢纤维混杂增强水泥基材料的力学性能研究
Study of the mechanical properties of different size hybrid steel fiber-reinforced cement-based materials
研究了用微细钢棉纤维以及中等直径钢纤维混杂增强水泥基材料的力学性能。结果表明,在纤维体积分数一定的情况下,混杂纤维体系对于水泥基材料的力学性能的改善作用优于单一直径纤维,不同尺度的纤维混杂对于提高水泥基材料的抗折强度和断裂韧性具有明显的协同效应。胶集比是影响混杂纤维水泥基材料力学性能的重要因素,S/B越大,最优纤维混杂体系中所需中等直径钢纤维的体积分数也应越大。两种不同直径的钢纤维混杂对于提高水泥基复合材料的断裂能及断裂韧性具有明显的协同效应。
he mechanical properties of micro-diameter steel wool and medium-diameter steel hybrid fiber reinforced cement-based materials are investigated. At a constant fiber volume fraction,the increase of mechanical properties gained by hybrid fiber is higher than the mon-diameter fiber reinforced cement-based materials. Different size hybrid fiber shows distinct synergistic effects of bending strength and toughness of cement-based materials. The S/B is an importance factor of mechanicals properties of fiber reinforced cement-based materials. With the increase of S/B, it needs more medium-diameter steel fiber to substitute micro-diameter fiber in hybrid fiber system. The hybrid system of two different diameter fiber can gain distinct hybrid effects in fracture and toughness of cement-based materials.
吴科如、李淑进
材料科学
纤维尺度混杂效应水泥基材料集胶比力学性能
fiber hybridsynergistic effectscement-based materialsS/Bmechanical properties
吴科如,李淑进.不同尺度钢纤维混杂增强水泥基材料的力学性能研究[EB/OL].(2004-11-25)[2025-08-23].http://www.paper.edu.cn/releasepaper/content/200411-110.点此复制
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