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稳定性的线性弹性代方法等脚角度塔的最终容量
JingJing Han1,2,3, Wei Zhang1,4, LuFeng Yang5
1Key Laboratory of Disaster Prevention and Structural Safety of China Ministry of Education, School of Civil Engineering and Architecture, Guangxi University, Nanning, 530004, China.
Scientific reports
|December 27, 2024
概括
一种新的代方法准确计算了等脚角度塔的稳定性最终容量. 这种高效的方法使用自适应弹性模块策略来改进结构分析.
科学领域:
- 结构工程 结构工程
- 机械工程 机械工程
- 计算力学 计算力学 计算力学
背景情况:
- 稳定性:最终的容量对于结构设计至关重要.
- 目前用于分析等脚角度塔的现有方法在效率和准确性方面存在局限性.
研究的目的:
- 开发一种高效准确的线性弹性代方法,用于确定等脚角度塔的稳定性最终容量.
- 引入一种适应性弹性模量调整策略.
主要方法:
- 将角钢稳定性通用收益率函数 (GYF) 选择和精制成一个同质的通用收益率函数 (HGYF).
- 开发一个元素轴承比作为应力分布的动态值.
- 在线弹性代框架内实施自适应弹性模量调整策略.
主要成果:
- 与分析解决方案和传统数值方法相比,提出的方法显示出高精度和效率.
- 高高水平青年基金为分析提供了准确的基础.
- 适应性策略有效地管理了元素中的压力分布.
结论:
- 带有适应性弹性模量调整策略的线性弹性代方法是一种可靠和有效的工具,用于评估等脚角度塔的稳定性最终容量.
- 这种方法比现有技术有了显著的改进.
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