数字模拟和预测PSC轴承的曲性能与长期预应力损失的PSC轴承
Jun-Hee Won1, Woo-Ri Kwon1, Jang-Ho Jay Kim1
1School of Civil and Environmental Engineering, Yonsei University, 50, Yonsei-ro, Seodaemun-gu, Seoul 03722, Republic of Korea.
Materials (Basel, Switzerland)
|October 29, 2025
概括
这项研究开发了一种经过验证的有限元模型,以预测在长期前应力损失下预应力混凝土 (PSC) 梁的行为. 该模型确定了影响PSC结构老化的关键因素.
科学领域:
- 结构工程 结构工程
- 材料科学 材料科学 材料科学
- 计算力学 计算力学 计算力学
背景情况:
- 预应力混凝土 (PSC) 梁是关键基础设施组件.
- 了解压力损失下的长期性能对于结构完整性至关重要.
- 现有的模型可能无法完全捕捉复杂的降解机制.
研究的目的:
- 开发和验证一个数值模拟模型来预测PSC梁曲行为.
- 评估长期预应力损失对PSC轴承性能的影响.
- 确定影响PSC结构老化的关键因素.
主要方法:
- 使用ABAQUS/Explicit.使用有限元素 (FE) 模型的开发.
- 校准FE模型的实验数据从三个后张力梁的实验数据.
- 参数研究评估肌强度的影响,前应力损失,接缺陷,混凝土退化和肌面积减少.
主要成果:
- 该FE模型准确地模拟了PSC梁的负载偏移反应和裂传播.
- 在数值预测和实验测试数据之间观察到出色的一致性.
- 参数分析揭示了由于长期预应力损失而影响曲行为的关键因素.
结论:
- 经过验证的FE模型为预测PSC梁行为提供了可靠的工具.
- 长期的预应力损失对老化PSC结构的柔性性能产生重大影响.
- 该研究强调了评估现有PSC基础设施的耐用性和安全性的关键因素.
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