On non-uniform plastic torsion of steel I-section cantilevers

被引:1
|
作者
Goncalves, Rodrigo [1 ,2 ]
Henriques, David [3 ]
Antao, Armando [2 ]
Ritto-Correa, Manuel [4 ]
机构
[1] Univ NOVA Lisboa, Fac Ciencias & Tecnol, CERIS, P-2829516 Caparica, Portugal
[2] Univ NOVA Lisboa, Fac Ciencias & Tecnol, Dept Engn Civil, P-2829516 Caparica, Portugal
[3] PPE Struct Engn, R Jaime Batalha Reis 1C, P-1500679 Lisbon, Portugal
[4] Univ Lisbon, DECivil, Inst Super Tecn, Ave Rovisco Pais, P-1049001 Lisbon, Portugal
关键词
Non-uniform torsion; Elastoplastic torsion; Steel I-sections; Merchant upper bound; ELEMENT; BEAMS; SHEAR;
D O I
10.1016/j.tws.2023.110731
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper aims at contributing towards a better understanding of the non-uniform elastoplastic torsion mechanism of I-section beams. The particular case of cantilevers subjected to an end torque is analysed, which constitutes a simple yet interesting problem, since the maximum torque is very close to the so-called Merchant upper bound (MUB), with added independent maximum bishear and Saint-Venant torques. Consequently, it turns out that the maximum torque can be significantly higher than that for uniform plastic torsion. Besides the MUB, several solutions are presented and compared, namely (i) a stress resultant-based solution stemming from the warping beam theory differential equilibrium equation and (ii) solutions obtained with several beam finite elements that allow for a coarse/refined description of warping. It is found that all models are in very close agreement in terms of maximum torque (including the MUB) and stress resultants. However, the beam finite elements that allow for bishear, even with a simplified warping function, are further capable of reproducing quite accurately the stress field, as a comparison with a 3D solid finite element solution shows. Although the paper is primarily concerned with the small displacement case, the influence of considering finite rotations is also addressed.
引用
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页数:13
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