Linearly elastic constitutive relations and consistency for GBT-based thin-walled beams

被引:5
|
作者
de Miranda, Stefano [1 ]
Gutierrez, Alejandro [1 ]
Melchionda, Domenico [1 ]
Patruno, Luca [1 ]
机构
[1] Univ Bologna, Dept Civil Chem Environm & Mat Engn DICAM, I-40136 Bologna, Italy
关键词
Thin-walled beams; GBT; Orthotropic beams; BUCKLING BEHAVIOR; COMPOSITE BEAMS; ELEMENT; RECOVERY; ELECTROELASTICITY; EQUILIBRIUM; STRESSES; ANALYZE;
D O I
10.1016/j.tws.2015.02.022
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The present paper focuses on the constitutive assumptions, both for the isotropic and orthotropic cases, and consistency in the framework of the Generalized Beam Theory. In particular, a novel approach based on energetic arguments, able to automatically select appropriate constitutive relations in accordance with the UT kinematics, is presented. Furthermore, the concept of consistency of a GBT-based model is established and a consistency analysis is presented. This yields a formal rational basis to investigate the effects of the various families of cross-section deformation modes in terms of predictive capabilities of the GBT model. Some numerical examples illustrate the arguments exposed in the paper. (C) 2015 Elsevier Ltd. All rights reserved.
引用
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页码:55 / 64
页数:10
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