后应力混凝土梁的实验和数值研究
Anna Jancy1, Adam Stolarski1, Jacek Zychowicz1
1Faculty of Civil Engineering and Geodesy, Military University of Technology, 2 gen. Sylwestra Kaliskiego Street, 00-908 Warsaw, Poland.
Materials (Basel, Switzerland)
|June 10, 2023
概括
这项研究引入了一种经过验证的有限元 (FE) 模型,用于后应力束,准确模拟直至故障的行为. 该模型准确地预测了裂纹模式和结构反应,增强了混凝土结构分析.
科学领域:
- 结构工程 结构工程
- 计算力学 计算力学 计算力学
- 材料科学 材料科学 材料科学
背景情况:
- 后延伸梁在现代建筑中至关重要.
- 对它们的行为进行准确的建模,特别是在故障后,对于安全和设计优化至关重要.
- 现有的模型可能无法完全捕捉复杂的非线性和后临界反应.
研究的目的:
- 介绍一种新的有限元 (FE) 建模方法,用于后延伸梁.
- 根据实验结果对FE模型进行校准,直到负载能力和后临界状态.
- 为了分析两个后紧张的梁与不同的非线性肌布局.
主要方法:
- 用于有限元素几何学定义的Hypermesh.
- 雇佣的阿巴克斯/明确的解决者用于非线性数值分析.
- 应用了混凝土损伤可塑性和弹性硬化塑料模型的材料行为.
- 开发了一种有效的负载建模方法,采用雷利质量阻尼.
主要成果:
- 在数值模拟和实验结果之间取得了良好的一致性.
- 该模型准确地预测了所有加载阶段的裂纹模式.
- 该研究讨论了随机缺陷对数值分析结果的影响.
结论:
- 开发的FE模型有效地模拟了后张束的行为,包括它们的后临界状态.
- 经过验证的模型为预测结构反应和裂传播提供了可靠的工具.
- 这种方法提高了对应复杂负载条件的混凝土结构的理解和设计.
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