摘要
基于压弯耦合梁柱稳定理论,分析了蜂窝材料在面内双轴应力作用下的弹性屈曲行为,得到了蜂窝材料在不同应力荷载作用下发生两种屈曲模式转换的临界条件和对应的屈曲临界荷载。讨论了孔穴几何参数对此转换条件和临界荷载的影响,并用ANSYS软件进行了有限元模拟。结果表明理论分析与数值模拟吻合很好。
Based on the compression-bending coupling stability theory of beam-column,the elastic buckling behavior of honeycombs subject to in-plane biaxial loading is investigated.The critical loading expressions of two different buckling-modes are derived for general cell geometry under different loads.The effects of size and geometrical parameters,such as the ratio of vertical cell-edge thickness to inclined cell-edge thickness,the ratio of vertical cell-edge length to inclined cell-edge length and inclined angle,on the corresponding critical load are discussed.The critical loadings of two different buckling-modes are obtained by finite element analysis.The results may provide theory supports for engineering design of honeycombs.
出处
《应用力学学报》
CAS
CSCD
北大核心
2009年第2期321-324,共4页
Chinese Journal of Applied Mechanics
基金
国家自然科学基金(10572049)
广东省高等学校人才引进专项资助项目
关键词
蜂窝材料
屈曲
模式转换
honeycombs,buckling,mode transition.