对于受到静态和动态影响的预应力钢固定柱的数值模拟和设计建议
Aya AboElnaga1, Mohamed Mortagi1, Mohamed E El Madawy1
1Structural Engineering Department, Faculty of Engineering, Mansoura University, Mansoura, 35516, Dakahlia, Egypt.
Scientific reports
|August 20, 2025
概括
这项研究探讨了在轴和地震负荷下预应力钢固定柱 (PSC) 的曲行为. 为双层PSC提出了新的预测公式,增强了弹性结构设计.
科学领域:
- 结构工程 结构工程
- 计算力学 计算力学 计算力学
- 地震工程的工程是地震工程.
背景情况:
- 预应力钢支柱 (PSC) 是关键的结构元素.
- 现有的研究往往忽视了动态行为和复杂的配置.
- 需要全面了解PSC在各种负载下曲的情况.
研究的目的:
- 研究PSC的静态和动态行为.
- 分析轴向和地震负荷下的曲性能.
- 为新的两级PSC设计开发预测公式.
主要方法:
- 在ABAQUS中开发先进的有限元 (FE) 模型,使用自动化脚本编写.
- 在FE模型中纳入几何和物质非线性.
- 模型与实验和分析数据的验证.
- 参数研究检查横臂长度,电缆直径和几何比例.
主要成果:
- 经过验证的FE模型准确地模拟了PSC行为.
- 新的双层交叉臂配置显示出显著的潜力.
- 参数分析揭示了影响曲能力的关键因素.
- 来自两级PSC的最终曲能力的新预测公式.
结论:
- 该研究为PSC系统的动态性能提供了有价值的见解.
- 提出的预测公式有助于有效和有弹性的二级PSC的初步设计.
- 这项研究促进了PSC在结构工程中的理解和应用.
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