Generalized beam theory for the analysis of thin-walled structures - A state-of-the-art survey

被引:7
作者
Mittelstedt, Christian [1 ]
机构
[1] Tech Univ Darmstadt, Inst Lightweight Engn & Struct Mech LSM, Dept Mech Engn, Otto Berndt Str 2, D-64287 Darmstadt, Germany
关键词
Generalized beam theory; Buckling; Vibration; Distortion; Thin-walled; Beams; Columns; Shells; LOCAL-DISTORTIONAL INTERACTION; FORMED STEEL BEAMS; BUCKLING MODAL DECOMPOSITION; NONLINEAR GBT FORMULATION; ARBITRARY CROSS-SECTIONS; FINITE-ELEMENT-ANALYSIS; LIPPED CHANNEL COLUMNS; DIRECT STRENGTH DESIGN; ENERGY-BASED APPROACH; POSTBUCKLING BEHAVIOR;
D O I
10.1016/j.tws.2024.111849
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Thin -walled prismatic metallic members as well as structures made of laminated composite materials are routinely employed in engineering branches such as civil engineering or lightweight construction and design. Due to their thin -walled nature, such structures exhibit a number of specific characteristics that need to be taken into account during analysis and design. One of these special features is the tendency to exhibit an interaction of local, global and distortional deformation patterns which has a major impact on the structural response in the framework of first -order analysis, but also concerning the buckling, postbuckling and vibration behavior of such structures. One analysis method that takes such effects into account in a natural and straightforward way is the so-called Generalized Beam Theory (GBT), and this paper aims at providing an overview of the state of the art in this specific field. In all, 460 references are cited.
引用
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页数:35
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