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
收藏
页码:55 / 64
页数:10
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