| 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。 |
| 关键词: 粘钢补强,钢板厚度,锚固,破坏形式 |
| DOI： |
| 分类号:TU398.9 |
| 基金项目:山东省自然科学基金 |
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| The effects of plate thickness and anchor measures on reinforced concrete beams strengthened by epoxy-steel plates |
|
Lei Shuzhong, Luo Jianqun, Zhang Huljuan
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|
Shandong University of Technologic
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| 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. |
| Key words: |
