在轴向压缩下实验和数值模拟钢筋混凝土填充方形GFRP管状柱子
Chenggui Jing1, Lin Zhao1, Tong Wu1
1School of Civil Engineering and Architecture, Guangxi University of Science and Technology, Liuzhou 545006, China.
Materials (Basel, Switzerland)
|June 19, 2024
概括
这项研究检查了在压缩下填充钢筋混凝土的方形玻璃纤维增强聚合物 (GFRP) 管状柱子. 增加GFRP墙壁厚度和螺旋钢筋显著提高承载能力和柔性.
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
- 结构工程 结构工程
背景情况:
- 玻璃纤维增强聚合物 (GFRP) 复合材料提供耐腐蚀性和高强度与重量比.
- 钢管填充钢筋混凝土是广泛使用的,但GFRP管为增强耐用性提供了替代方案.
- 研究GFRP复合结构成员对于推动可持续和弹性建筑至关重要.
研究的目的:
- 为了评估钢筋混凝土填充方形GFRP管式 (RCFSGT) 柱的轴向压缩行为.
- 分析GFRP管壁厚度的影响,螺旋增强产力和增强比率对柱子性能的影响.
- 开发和验证用于机械分析和参数研究的有限元模型.
主要方法:
- 实验测试17个RCFSGT列标本的各种参数.
- 使用ABAQUS软件开发详细的有限元模型.
- 参数研究是为了研究设计变量对结构行为的影响.
主要成果:
- 样品故障始于GFRP方形管破裂,随后是混凝土破碎或剪切故障.
- 增强子显著提高了承载能力和柔性.
- 增加GFRP墙壁厚度,螺旋钢筋的承压强度和钢筋比率都提高了承载能力.
结论:
- 在轴向压缩下,RCFSGT柱显示出有前途的性能.
- 设计参数,如GFRP墙壁厚度和螺旋增强比率,对于优化承载能力至关重要.
- 有限元分析为进一步研究和设计优化这些复合柱提供了可靠的工具.
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