对称的形梁的应力分布和偏移
1Institute of Technical Mechanics, Johannes Kepler University Linz, Altenberger Strasse 69, 4040 Linz, Upper Austria Austria.
概括
这项研究提出了形梁的新模型,准确预测剪切和横向正常应力和偏移. 与蒂莫申科等现有理论相比,该方法显示了显著的错误减少.
科学领域:
- 固体力学 固体力学是什么
- 结构工程 结构工程
- 计算力学 计算力学 计算力学
背景情况:
- 圆梁表现出复杂的应力分布和偏移,传统梁理论无法完全捕捉到.
- 现有的模型往往过于简化了非 prismatic 结构元素中的应力行为.
研究的目的:
- 开发一个分析模型,用于应力和曲折的形梁.
- 准确计算剪切和横向平常应力和形梁的偏移.
- 通过数值解决方案验证新模型,并将其与既有理论进行比较.
主要方法:
- 应用Jourawski理论来计算剪切应力和用于横向正常应力的类似方法.
- 使用卡斯蒂格里亚诺的第二定理与虚构的力来导出偏差的分析表达式.
- 与伯努利-欧勒和蒂莫申科束理论进行比较.
- 使用二维有限元素分析 (FEA) 验证形斜臂和紧固杆梁.
主要成果:
- 形梁的剪切和横向正常应力不会在表面消失,这取决于形角度和边界轴应力.
- 使用卡斯蒂格里亚诺定理得出的分析偏差与FEA结果有很好的一致性.
- 与蒂莫申科解决方案相比,拟议的形光束模型显著减少了错误.
结论:
- 开发的分析模型准确地预测了圆梁的应力和偏移.
- 卡斯蒂格里亚诺定理提供了一种强大的方法来分析线状光束偏移.
- 新的模型为非体梁提供了比经典梁理论更好的准确性.
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