STUDY ON INTEGRAL STABILITY OF HOMEMADE ROLLED H-SECTION BEAMS -APPLICABILITY OF CALCULATION PRINCIPLE OF STABILITY COEFFICIENT TO HOMEMADE HOT-ROLLED H-SECTION BEAMS

Gao Li-ya; Deng Chang-gen; He Ji-ping

doi:10.13204/j.gyjz200610021

Volume 36 Issue 10

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(10): 75-78

Gao Li-ya, Deng Chang-gen, He Ji-ping. STUDY ON INTEGRAL STABILITY OF HOMEMADE ROLLED H-SECTION BEAMS -APPLICABILITY OF CALCULATION PRINCIPLE OF STABILITY COEFFICIENT TO HOMEMADE HOT-ROLLED H-SECTION BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(10): 75-78. doi: 10.13204/j.gyjz200610021

Citation:

Gao Li-ya, Deng Chang-gen, He Ji-ping. STUDY ON INTEGRAL STABILITY OF HOMEMADE ROLLED H-SECTION BEAMS -APPLICABILITY OF CALCULATION PRINCIPLE OF STABILITY COEFFICIENT TO HOMEMADE HOT-ROLLED H-SECTION BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(10): 75-78. doi: 10.13204/j.gyjz200610021

Citation:

Gao Li-ya, Deng Chang-gen, He Ji-ping. STUDY ON INTEGRAL STABILITY OF HOMEMADE ROLLED H-SECTION BEAMS -APPLICABILITY OF CALCULATION PRINCIPLE OF STABILITY COEFFICIENT TO HOMEMADE HOT-ROLLED H-SECTION BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(10): 75-78. doi: 10.13204/j.gyjz200610021

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STUDY ON INTEGRAL STABILITY OF HOMEMADE ROLLED H-SECTION BEAMS -APPLICABILITY OF CALCULATION PRINCIPLE OF STABILITY COEFFICIENT TO HOMEMADE HOT-ROLLED H-SECTION BEAMS

doi: 10.13204/j.gyjz200610021

1.
1 Department of Building Engineering,Tongji University Shanghai 200092;
2.
2 Xican University of Architecture and Technology Xican 710055

Received Date: 2006-03-20
Publish Date: 2006-10-20

Abstract

Abstract

Using the finite element method, the integral stability of the homemade rolled H-section beams is calculated and the applicability of the theoretical method in / Code for Design of Steel Structures0 (GB 50017-2003) is analyzed. It is indicated that the method offered by the code is conservative excessively for HW-section beams because the effect of major ax is curvature on beam stability is ignored. The formula of calculating stabilization coefficient of HW-section beams should be revised and a test should be carried out to testify the conclusion.
- rolled H-section,
- beam stabilization,
- coefficient finite element,
- method test research

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References(11)

References

GB 50017-2003 钢结构设计规范

GBJ 17-99 钢结构设计规范

王俊平, 苏庆田. 国产轧制H 型钢梁整体稳定性能的研究. 工业建筑, 2000, 30(8)

戴国欣, 廖维敏. 轧制H 型钢梁式构件整体稳定系数的简化计算. 钢结构, 2002(增刊)

张显杰, 夏志斌. 钢梁侧扭屈曲的归一化研究. 北京: 中国建筑工业出版社, 1983: 58-77

张显杰, 夏志斌. 钢梁屈曲试验的计算机模拟. 北京: 中国建筑工业出版社, 1983: 78-95

夏志斌, 潘有昌, 张显杰. 焊接工字钢梁在纯弯曲时的非弹性侧扭屈曲. 浙江大学学报, 1985: 93-105

陈骥. 钢结构稳定理论与设计. 北京: 科学出版社, 2001: 204-315

Nicholas S Trahair, ASCE A M, Scott TWoolcock. Eff ect of Major AxisCurvature on I-beam Stabilit y. Journal of the Engineering MechanicsDivision, 1973, 101(2): 85-99

高丽亚. 国产热轧H 型钢梁整体稳定性能的理论与试验研究:[硕士学位论文]. 西安: 西安建筑科技大学, 2003: 39-40

冶金部建设研究总院, 马鞍山钢铁股份有限公司. 热轧H 型钢设计应用手册. 北京: 中国计划出版社, 1998

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