关于GFRP板和钢板之间粘合剂螺栓混合连接的性能研究
Zhenchao Yang1, Bin Jia1,2, Ying Sheng1,2
1School of Civil Engineer and Architecture, Southwest University of Science and Technology, Mianyang 621010, China.
Materials (Basel, Switzerland)
|April 24, 2025
概括
使用玻璃纤维增强聚合物 (GFRP) 和钢板的混合粘合螺栓连接提高了拉伸性能. 垂直螺栓排列和优化的设计为GFRP接头带来了卓越的结果.
科学领域:
- 材料科学 材料科学 材料科学
- 机械工程 机械工程
- 结构工程 结构工程
背景情况:
- 玻璃纤维增强聚合物 (GFRP) 连接面临设计挑战,易受损坏.
- 了解混合GFRP-钢连接中的影响性能因素对于结构完整性至关重要.
研究的目的:
- 系统地分析混合GFRP-钢粘合剂螺栓紧张连接的性能因素.
- 揭示连接方法和螺栓数量对拉伸性能的影响.
- 建立一个GFRP复合板损失演变模型.
主要方法:
- 结合实验和有限元素分析 (FEA).
- 对损伤模式,负载位移曲线和应变分布的分析.
- 在建模GFRP损坏时应用哈辛故障标准.
主要成果:
- 粘合剂螺栓连接通过整合粘合和螺栓的优势,显著提高拉伸性能.
- 在双螺栓GFRP-钢连接中,垂直螺栓排列优于水平.
- 优化的GFRP接头设计在测试的螺栓排列中表现出优越的拉伸性能.
结论:
- 混合粘合螺栓接头为GFRP和钢结构提供了增强的拉力性能.
- 螺栓排列对GFRP-钢接头的性能产生了重大影响,垂直方向是可取的.
- 该研究提供了关于优化GFRP联合设计的见解,以提高结构效率和耐用性.
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