摘要
对单室箱形结构中的薄壁复合梁的静力和动力特性进行分析。结构模型中考虑了多种非典型作用,如:材料各向异性、横向剪切、翘曲的抑制作用、非均匀扭转模型和转动惯量。利用扩展的Hamilton原则推导出主导方程,并利用扩展的Galerkin方法进行解释。考虑了纤维方向对静挠度和自然频率的影响,得出一些重要结论。
This paper investigates the static and dynamic characteristics of composite thin-walled beams that are constructed from a single-cell box. The structural model considered herein incorporates a number of nonclassical effects, such as material anisotropy, transverse shear, warping inhibition, nonuniform torsional model and rotary inertia. The governing equations were derived using extended Hamilton's principle and solved using extended Galer-kin's method. The effects of fiber orientation on static deflection and natural frequencies are considered and a number of important conclusions are outlined.
出处
《钢结构》
2008年第7期79-80,共2页
Steel Construction
关键词
薄壁组合梁
静力和动力特性
非典型作用
Thin-walled composite beams
Static and dy-namic behavior
Nonclassical effects