关于薄方形板块大偏移问题的创新见解
Gilad Hakim1, Haim Abramovich1
1Technion Faculty of Aerospace Engineering, Israel Institute of Technology, I.I.T., Haifa 32000, Israel.
Materials (Basel, Switzerland)
|November 14, 2023
概括
这项研究提供了明确的数学表达式,用于大偏移方形板中的膜应力和偏移. 结果揭示了临界边缘应力,并验证了·卡尔曼方程在薄板分析方面的方面.
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:
- 在横向负荷下对薄板进行大偏斜分析已经得到了很好的研究.
- 有限的理解存在关于膜应力和空气应力功能在大的偏移状态.
- ·卡尔曼方程是基本的,但需要对特定压力状态进行进一步验证.
研究的目的:
- 在经历大曲折的均负载方形板中,导出膜应力,屈曲和Airy应力函数的明确表达式.
- 分析负载对屈曲和应力状态的影响.
- 为了在不同的材料和板尺寸中实现普遍应用,非维度化结果.
主要方法:
- 简单支的,侧面加载的薄方形板的高保真性有限元素分析 (FEA).
- 造FEA结果为应力,偏移和空气应力函数的近似里埃数列表达式.
- 对·卡尔曼方程的衍生式的验证.
主要成果:
- 对整个板块面积的膜应力和偏移的明确数学表达式.
- 在板边附近识别显著的拉力和压力膜应力,表明潜在的故障风险.
- 使用FEA衍生的表达式以很好的准确性验证第二次·卡尔曼方程;第一个方程需要进一步调查.
结论:
- 这项研究成功地提供了广义的,非尺寸化的表达式,用于方形板的大偏斜分析.
- 介绍了在均负载下对中等和非常大的偏移状态的新表达式.
- 这些发现增强了对膜应力行为的理解,并有助于验证大曲率板理论.
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