在地震负荷下对GFRP,钢筋混凝土和钢框架进行比较结构分析
Luca Mincigrucci1, Marco Civera1, Erica Lenticchia1
1Department of Structural, Geotechnical and Building Engineering, Politecnico di Torino, Corso Duca degli Abruzzi 24, 10129 Turin, Italy.
Materials (Basel, Switzerland)
|July 29, 2023
概括
玻璃纤维增强聚合物 (GFRP) 框架具有良好的抗震性能,其结果介于钢筋混凝土和钢之间. GFRP框架显著降低了重量和底部剪切,提供了一个有前途的替代建筑材料.
科学领域:
- 材料科学 材料科学 材料科学
- 结构工程 结构工程
- 土木工程 土木工程是指土木工程.
背景情况:
- 玻璃纤维增强聚合物 (GFRP) 复合材料越来越多地被采用在建筑中,因为它们的高强度与重量比,耐腐蚀性,耐用性和易于安装.
- 在各种应用中,GFRP在钢筋混凝土和结构钢等传统材料上具有潜在的优势.
研究的目的:
- 评估GFRP结构在地震负荷下的动态反应.
- 为了比较GFRP与钢筋混凝土 (RC) 和结构钢建筑材料的抗震性能.
主要方法:
- 在用钢,RC或GFRP压材料制成的二维框架上进行了有限元素分析.
- 这些模型接受了地震输入,以评估动态反应,包括移位,楼层间漂移,底部剪切和应力.
主要成果:
- GFRP框架表现出良好的性能,应力分布和位移处于RC和钢框架之间.
- GFRP框架显著减轻了重量,导致底部剪切率大幅下降 (与钢相比-40%,与RC相比-88.5%).
结论:
- GFRP是一种可行的高性能的替代建筑材料,特别是在地震条件下.
- 优越的重量减轻和基层剪切性能突出显示了GFRP在地震地区提高结构安全性和效率的潜力.
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