曲线梁的剪切应力解决方案:一种结构分析方法
Renny Guillén-Rujano1, Victor Contreras2, Argemiro Palencia-Díaz3
1Institute of Mechanical Engineering, Universidad Austral de Chile, Valdivia 5110566, Chile.
Materials (Basel, Switzerland)
|December 17, 2024
概括
新的公式准确地预测曲线梁的剪切应力,与现有方法相比,为工程师提供更简单,更有效的解决方案. 这些发现提高了对民用和机械结构的理解.
科学领域:
- 机械工程 机械工程
- 结构分析 结构分析
- 应用数学 应用数学 应用数学
背景情况:
- 曲线梁的剪切应力分析对于土木和机械工程中的结构完整性至关重要.
- 目前用于预测曲线梁的剪切应力的现有方法在准确性和易用性方面存在局限性.
研究的目的:
- 开发和验证具有紧的截面和可变厚度的同源曲线梁中切割应力的新型分析解决方案.
- 为工程师提供更简单,更准确的工具,用于预测常见光束几何结构中的剪应力.
主要方法:
- 根据库克的建议和材料力学,开发了两个新的分析解决方案.
- 使用计算有限元模型 (FEM) 验证的解决方案用于矩形,圆形,圆形和三角形截面.
- 将结果与现有方程和FEM预测在各种半径比 (b/a) 中进行比较.
主要成果:
- 提出的解决方案准确地预测了1 < b/a ≤ 5的曲线梁中的切割应力.
- 与FEM的最大相对差异为8% (1
- 新解决方案预测的中性轴位置与FEM结果非常相匹配.
结论:
- 新的分析解决方案在曲线梁中对剪切应力预测的现有方法提供了显著的改进.
- 这些解决方案对工程师来说更简单,更实用,扩大了弹性理论中的知识.
- 该方法在各种截面和半径比上得到了验证,与FEM分析有很好的一致性.
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