Elastic-Plastic Analysis of the Circle-Castellated Steel Beam Using Finite Element Method-Reference-Cited by-同舟云学术

Elastic-Plastic Analysis of the Circle-Castellated Steel Beam Using Finite Element Method

Published:2011-12 Issue: Volume:422 Page:854-857
ISSN:1662-8985
Container-title:Advanced Materials Research
language:
Short-container-title:AMR

Author:

Li Jun,Xiang Jia Wei¹

Affiliation:

1. Guilin University of Electronic Technology

Abstract

The elastic-plastic behavior of the circle-castellated steel beam is analyzed using finite element method. Stress distribution, expansion of plastic zone and flexural deflection are investigated under two simulation loads of the uniform pressure and concentration force. The results show that this kind of beam provide references for us to strengthen structural bear capacity.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Link

https://www.scientific.net/AMR.422.854.pdf

Reference8 articles.

1. Yueming Chen and Beilin Xie: Nonlinear Analysis of Castellated Beams. Journal of Harbin University of C·E·& Architecture. Vol·30 No·4 (1997), p.31, (In Chinese).

2. Wen Huang and Qiangang Chen: Elasto-plastic Behavior Analysis of Castellated Beams. Journal of Chong qing University (Natural Science Edition) Vo. l 29 No. 4 (2006) (In Chinese).

3. Lie Luo and Heyong Yu: Buckling Analysis on the Web with Hexagonal Openings of Castellated Steel Beams. Progress in Steel Building Structures. Vol. 12 No. 6. ( 2010).

4. Mingqiang Shao,　Zhihai Hu, and　Xiangju Ruan: Nonlinear buckling analysis on circle-castellated steel beams by the software ANSYS. ShanXi Architecture. Vol. 33 No. 8. (2007) (In Chinese).

5. Xiaorun Li, Jiping Yang, and Zhaoxin Hou: Implified design of ultimate bearin capacity of the simply castellated beam. Steel Construction, Vol. 23, No·103. (2008).

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