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钢板厚度及锚固型式对粘钢补强梁的性能影响研究
The effects of plate thickness and anchor measures on reinforced concrete beams strengthened by epoxy-steel plates
【摘要】 通过对钢筋混凝土粘贴钢板后进行的静载弯曲试验,探讨了钢板厚度、锚固措施等对试件性能的影响,总结了粘钢梁的破坏型式,并从钢板应变分布入手,分析了锚固前后钢板受力的不同。
【Abstract】 The effects of the steel plate thickness and anchor measures on the mechanical properties based on the static tests of reinforced concrete beams strengthened by epoxy-steelplates are compared and modes of failure are summed up. The differences of mechanicalperformance between anchored and unanchored plates are also compared according to thedistribution of plate strain.
【关键词】 粘钢补强;
钢板厚度;
锚固;
破坏形式;
【Key words】 strengthened by epoxy steel plate; steel plate thickness; anchorage; mode of failure;
【Key words】 strengthened by epoxy steel plate; steel plate thickness; anchorage; mode of failure;
【基金】 山东省自然科学基金
- 【文献出处】 水利水运科学研究 , 编辑部邮箱 ,1998年03期
- 【分类号】TU398.9
- 【被引频次】7
- 【下载频次】101