异常负荷对用玻璃纤维增强聚合物条增强的混凝土柱的性能的影响
Nasim Shakouri Mahmoudabadi1, Alireza Bahrami2, Saba Saghir3
1Department of Civil Engineering, The University of Memphis, Memphis, TN, 38152, USA.
Scientific reports
|January 22, 2024
概括
玻璃纤维增强聚合物 (GFRP) 柱显示负载能力降低,离心率增加. 有限元分析与GFRP钢筋混凝土柱的实验结果非常相匹配.
科学领域:
- 土木工程 土木工程是指土木工程.
- 材料科学 材料科学 材料科学
背景情况:
- 玻璃纤维增强聚合物 (GFRP) 增强件在混凝土结构中比钢具有优势.
- 有限的研究存在于GFRP钢筋混凝土 (RC) 柱子在异常负荷下,有不同的脚间距.
研究的目的:
- 为了研究GFRP-RC柱子在异常负荷下与不同的杆间距的行为.
- 将实验结果与有限元素分析 (FEA) 预测进行比较.
主要方法:
- 六个GFRP-RC柱标本在三个异常度 (25,50,75毫米) 和两个脚间距 (50,100毫米) 下进行了测试.
- 使用ABAQUS有限元素软件进行了数值调查.
主要成果:
- 异心率的增加降低了GFRP-RC柱的承载能力.
- FEA的结果与实验数据有很好的一致性,轴承负载的最大差异为3.61%,变形的最大差异为12.06%.
结论:
- 离心率显著影响GFRP-RC柱的性能.
- FEA是一种可靠的工具,用于分析在异常负荷下GFRP-RC柱子的行为.
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