摘要
基于板的小挠度理论以及热屈曲分析的ANSYS有限元法,考虑横向纤维搭桥的作用,对矩形薄板的脱层热屈曲进行数值模拟.有限元分析结果表明,随着纤维搭桥刚度的提高,热屈曲的临界屈曲温度随之增大,脱层屈曲区域逐渐减小.通过数值模拟的结果,能为工程结构中热屈曲问题提供参考.
A numerical analysis of the thermal buckling was conducted to the thin rectangular plate which was affected by fiber bridges,based on the small deflection theory of plate and ANSYS finite element theory.The analysis results show that with the constrain stiffness growing,the buckling temperature increases and the the buckling region becomes smaller.The numerical simulation results can provide reference for thermal buckling of engineering structures.
出处
《上海交通大学学报》
EI
CAS
CSCD
北大核心
2014年第12期1784-1787,1794,共5页
Journal of Shanghai Jiaotong University
基金
国家自然科学基金资助项目(51278298
50978162)
关键词
脱层屈曲
热屈曲
纤维搭桥
有限元法
数值模拟
delamination buckling
thermal buckling
fiber bridge
finite element method
numerical simulation