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玻璃钢筋与混凝土握裹力的实验研究 被引量:3

Experimental study of bond stress between concrete and FRP rebars
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摘要 聚酯基复合材料以其优异的抗拉强度和耐腐蚀特性,有望在某些特殊场合替代钢筋以解决建筑腐蚀问题。通过拉拔实验,考察了玻璃钢筋与混凝土的黏结性能,重点研究了玻璃钢筋的表面形式、锚固长度和钢筋的直径对黏结性能的影响。 Owing to the excellent tensile strength andcorrosion-resistant of fiber reinforced unsaturated polyester composite,it is expected to solve the corrosion of building for a special occasion.Bonding performance between concrete and FRP rebars was studied by pull-out test,and the influence of the surface form,anchorage length and diameter of FRP rebar on bonding strength was discussed in detail.
出处 《武汉工业学院学报》 CAS 2011年第2期63-65,共3页 Journal of Wuhan Polytechnic University
基金 湖北省自然科学基金(2007ABA086)
关键词 玻璃钢筋 握裹力 拉拔实验 FRP rebar bond stress pull-out test
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