Flexural buckling of sandwich beams with thermal-induced non-uniform sectional properties

被引:9
作者
Chen, Zhenlei [1 ]
Li, Jiancheng [1 ]
Sun, Longfei [1 ]
Li, Long-yuan [2 ]
机构
[1] Ningbo Univ, Fac Maritime & Transportat, Ningbo 315211, Zhejiang, Peoples R China
[2] Univ Plymouth, Sch Engn, Plymouth PL4 8AA, Devon, England
关键词
Sandwich beam; Non-uniform temperature; Flexural buckling; Shear effect; Thermal effect; LAMINATED COMPOSITE; STRUCTURAL BEHAVIOR; GLASS BEAMS; VIBRATION; SHEAR; GFRP;
D O I
10.1016/j.jobe.2019.100782
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
An analytical study is presented on the flexural buckling of sandwich beams considering thermal-induced non-uniform cross-sectional properties. The formula for determining the buckling loads of sandwich beams under a linearly varied non-uniform temperature distribution scenario, both with and without considering the influence of transverse shear deformation, is derived. The effects of local reductions in Young's modulus and shear modulus on the flexural buckling of sandwich beams are discussed. The obtained results demonstrate the importance of considering non-uniform cross-sectional properties and associated shear effects in the buckling analysis of sandwich beams when they are exposed to a thermal environment.
引用
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页数:6
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