在横向循环负荷下使用TRC增强混凝土柱的多尺度有限元分析
Sung Jig Kim1, Sang-Hyun Ji2, Do-Soo Moon3
1Department of Architectural Engineering, Keimyung University, Daegu, 42601, Republic of Korea.
Scientific reports
|December 2, 2025
概括
一个新的多尺度有限元 (FE) 分析框架准确模拟了织增强混凝土 (TRC) 增强的柱子. 这种经过验证的模型精确地预测了循环负荷下结构性行为和故障机制.
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:
- 织物增强混凝土 (TRC) 增强了混凝土的强度和柔性.
- 钢筋混凝土柱通常需要加强以应对地震或极端负载.
- 准确模拟TRC行为对于结构设计至关重要.
研究的目的:
- 开发和验证TRC增强钢筋混凝土柱的多尺度有限元 (FE) 分析框架.
- 评估框架在预测峰值负载,初始刚度和非线性行为的准确性.
- 在横向循环负荷下评估框架的可靠性.
主要方法:
- 开发了一个多层次FE分析框架.
- 通过使用单元细胞FE模型,通过减少顺序的均质化确定了TRC有效材料特性.
- 宏观规模的FE模拟结合了同质化的TRC特性.
- 该框架根据五次全尺寸列测试的实验数据进行了验证.
主要成果:
- 多尺度FE分析准确预测了峰值负载 (2.2%的平均绝对相对误差).
- 预测初始度的误差为13.3%,与实验结果密切一致.
- 该框架在捕捉非线性行为和故障机制方面表现出可靠性.
结论:
- 拟议的多尺度FE框架是模拟TRC增强混凝土柱的可靠工具.
- 经过验证的模型在现实的循环负荷条件下准确预测了结构反应.
- 该框架有助于设计和分析改装混凝土结构.
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