关于结合钢混凝土复合梁的曲行为的实验研究
Junhu Shao1,2, Haijun Jiang3,4, Lei Zhang3,5
1School of Civil Engineering, Southwest Jiaotong University, Chengdu, 610031, China. shaojunhu@cdu.edu.cn.
粘合剂在钢混凝土复合梁 (SCCB) 中作为剪切连接器提供了优越的性能,与机械连接器相比,具有更高的刚性和16.8%更高的最终负载. 最佳的粘合剂厚度为6mm,可以提高结构完整性.
科学领域:
- 结构工程 结构工程
- 材料科学 材料科学 材料科学
背景情况:
- 钢混凝土复合梁 (SCCB) 中的机械剪切连接器具有局限性.
- 粘合剂是SCCB中剪切连接的可行替代品.
研究的目的:
- 为了比较粘合式SCCB与机械SCCB的曲行为.
- 为了评估粘合剂作为剪切连接器的有效性.
主要方法:
- 在多组具有不同剪接连接类型的SCCB上进行了曲测试.
- 分析了结合式和机械式SCCB的故障模式和曲性能.
主要成果:
- 结合的SCCB表现出比机械硬度更高的刚性.
- 用6毫米环氧树脂粘合的SCCB的最终负载比机械连接器高16.8%.
- 粘合式SCCB的故障模式包括I-beam边缘屈服,混凝土裂和粘合剂解接.
结论:
- 粘合剂是SCCB的有效剪切连接器,提供更好的刚性和负载能力.
- 建议粘合层厚度超过4mm,最好是6mm.
- 需要进一步的研究,以减轻局部粘合剂脱落,以提高耐用性.
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