Non - Linear Finite Element Analysis of Mild Steel Gusset Plates

被引：1
|
作者：
Vivek, K. S. [1 ]
Priyanka, U. Kusuma Lakshmi [1 ]
Reddy, C. Ravi Kumar [2 ]
Ram, K. S. Sai [3 ]
机构：
[1] VVIT, Dept Civil Engn, Guntur 522508, Andhra Pradesh, India
[2] KHIT, Dept Civil Engn, Guntur 522019, Andhra Pradesh, India
[3] RVR & JCCE, Dept Civil Engn, Guntur 522019, Andhra Pradesh, India
来源：
MATERIALS TODAY-PROCEEDINGS | 2019年 / 18卷
关键词：
Steel; Gusset plate; Non-linear finite element analysis; Isotropic hardening; Kinematic hardening; Von-Mises yield Criteria; Brace; BLOCK SHEAR;
D O I：
10.1016/j.matpr.2019.07.307
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
Steel gusset plates / gussets are extensively used in metal buildings and play a crucial role in transfer of forces but yet are most neglected in analysis and design. The inelastic behaviour of mild steel gussets is studied assuming that a diagonal member / brace subjected to a tensile force is connected to the gusset. Non-linear finite element analysis of gussets is performed with the help of a finite element software ANSYS by developing a simple model. Four noded plane stress element is used for meshing. The effects of engineering and true stress-strain curves, yield plateau, type of hardening, angle of inclination of the brace and bolt / bolt hole diameter on the in-elastic stress and strain distribution of steel gussets are discussed. (C) 2019 Elsevier Ltd. All rights reserved.
引用
收藏
页码：3726 / 3732
页数：7
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