圆角多边孔蜂窝梁孔间腹板屈曲承载力研究

王培军, 王旭东, 马宁

王培军, 王旭东, 马宁. 圆角多边孔蜂窝梁孔间腹板屈曲承载力研究[J]. 工程力学, 2015, 32(4): 145-152. DOI: 10.6052/j.issn.1000-4750.2013.10.0978
引用本文: 王培军, 王旭东, 马宁. 圆角多边孔蜂窝梁孔间腹板屈曲承载力研究[J]. 工程力学, 2015, 32(4): 145-152. DOI: 10.6052/j.issn.1000-4750.2013.10.0978
shu
WANG Pei-jun, WANG Xu-dong, MA Ning. WEB-POST BUCKLING OF CASTELLATED STEEL BEAM WITH FILLET CORNER WEB OPENINGS[J]. Engineering Mechanics, 2015, 32(4): 145-152. DOI: 10.6052/j.issn.1000-4750.2013.10.0978
Citation: WANG Pei-jun, WANG Xu-dong, MA Ning. WEB-POST BUCKLING OF CASTELLATED STEEL BEAM WITH FILLET CORNER WEB OPENINGS[J]. Engineering Mechanics, 2015, 32(4): 145-152. DOI: 10.6052/j.issn.1000-4750.2013.10.0978
shu

圆角多边孔蜂窝梁孔间腹板屈曲承载力研究

  • 山东大学土建与水利学院,山东,济南 250061

详细信息
    作者简介:

    王旭东(1988―),男,青岛人,硕士生,从事钢结构稳定性研究(E-mail: wangxudong@sdu.edu.cn); 马 宁(1989―),女,济南人,硕士生,从事钢结构抗火性能研究(E-mail: maning890923sd@163.com).

    通讯作者:

    王培军(1976―),男,济南人,副教授,博士,从事钢结构抗火性能和设计理论研究

WEB-POST BUCKLING OF CASTELLATED STEEL BEAM WITH FILLET CORNER WEB OPENINGS

  • Civil engineering College of Shandong University, Jinan, Shandong 250061, China

摘要

    摘要
  • 摘要: 提出一种圆角多边形孔蜂窝梁孔间腹板受剪屈曲承载力的分析方法。该孔型蜂窝梁具有与圆孔蜂窝梁相同的良好受力性能,但制作工艺简易且不损失扩展比。采用有限元方法研究了跨中集中力作用下蜂窝梁孔间腹板的屈曲模式和屈曲承载力。有限元分析考虑的参数包括孔间距与孔高之比和孔高与腹板厚之比等。并提出了改进的斜压柱理论模型以用于圆角多边形孔蜂窝梁孔间腹板的屈曲承载力计算。
    Abstract: An analytical method is presented for predicting the buckling strength of the web-post in a castellated steel beam with the newly proposed fillet corner openings. Castellated steel beams with the proposed opening shape have the same good structural performance as those having circular openings. However, they are simple and economical to manufacture and there is no loss in the expansion ratio. The buckling modes and buckling strength of the web-post were studied using the finite element method. The parameters studied included the ratio of the opening distance to the opening height, and the ratio of the opening height to the web thickness. A strut model is proposed to predicate the buckling strength of the web-post in a castellated steel beam with the new fillet corner openings.
    • HTML全文
    • 参考文献(24)
  • [1] Demirdjian S. Stability of Castellated Beam Webs [R]. Montreal, Canada: bMcGill University, 1999.
    [2] Redwood R G, Demirdjian S. Castellated beam web buckling in shear [J]. Journal of Structural Engineering, American Society of Civil Engineers, 1998, 124(8): 1202―1207.
    [3] Aglan A A, Redwood R G. Web buckling in castellated beams [J]. Proceedings of the Institution of Civil Engineers, 1974, 57(2): 307―320.
    [4] Demirdjian S. Stability of Castellated Beam Webs [R]. Ottawa, Canada: National Library of Canada, 1999.
    [5] Blodgett O W. Design of Welded Structures [M]. The Jarnes F. Lincoln Arc Welding Foundation, 1963: 461―503.
    [6] Lawsona R M, Limb J, Hicksb S J, Simmsb W I. Design of composite asymmetric cellular beams and beams with large web openings [J]. Journal of Constructional Steel Research, 2006, 62(6): 614―629.
    [7] Tsavdaridis K D, 'Mello C D. Web buckling study of the behaviour and strength of perforated steel beams with different novel web opening shapes [J]. Journal of Constructional Steel Research, 2011, 67(10): 1605―1620.
    [8] Tsavdaridis K D, 'Mello C D. Optimisation of novel elliptically-based web opening shapes of perforated steel beams [J]. Journal of Constructional Steel Research, 2012, 76(1): 39―53.
    [9] Ellobody E. Nonlinear analysis of cellular steel beams under combined buckling modes [J]. Thin-Walled Structures, 2012, 52(1): 66―79.
    [10] Abidin A R Zainal, Izzuddin B A. Meshless local buckling analysis of steel beams with irregular web openings [J]. Engineering Structures, 2013, 50(1): 197―206.
    [11] Erdal F, Saka M P. Ultimate load carrying capacity of optimally designed steel cellular beams [J]. Journal of Constructional Steel Research, 2013, 80(1): 355―368.
    [12] Durif S, Bouchaïr A, Vassart O. Experimental tests and numerical modeling of cellular beams with sinusoidal openings [J]. Journal of Constructional Steel Research, 2013, 82(1): 72―87.
    [13] Panedpojaman P, Thepchatri T, Limkatanyu S. Novel design equations for shear strength of local web-post buckling in cellular beams [J]. Thin-Walled Structures, 2014, 76(1): 92―104.
    [14] 徐国林, 盛冬发, 张庆文, 柏亚双, 阳高. 带孔洞损伤弹性矩形板的屈曲[J]. 工程力学, 2014, 31(1): 154―159. Xu Guolin, Sheng Dongfa, Zhang Qingwen, Bo Yashuang, Yang Gao. The buckling of a damaged rectangular plate [J]. Engineering Mechanics, 2014, 31(1): 154―159. (in Chinese)
    [15] 王庆利, 曹周平. 纯弯状念下蜂窝梁腹板稳定问题研究[J]. 结构分析与计算, 2001, 16(2): 42―44. Wang Qingli, Cao Zhouping. Study on web stability of castellated beams under pure bending condition [J]. Structure Analysis and Calculation, 2001, 16(2): 42―44. (in Chinese)
    [16] 李霞. 卧式似椭圆孔蜂窝梁的制作与设计[D]. 长沙: 中南大学, 2007. Li Xia. Fabrication and design of castellated beam with horizontal elliptical web openings. Master Dissertation of Zhongnan University [D]. Changsha: Central South University, 2007. (in Chinese)
    [17] Kerdal D, Nethercot D A. Failure modes for castellated beams [J]. Journal of Constructional Steel Research, 1984, 4(4): 295―315.
    [18] 彭林欣, 杨绿峰. 基于一阶剪切变形理论和移动最小二乘近似的加筋板屈曲临界荷载求解[J]. 工程力学, 2012, 29(7): 42―49. Peng Linxin, Yang Lüfeng. Critical buckling load calculation of ribbed plates by the first-order shear deformation theory and the moving-least square approximation [J]. Engineering Mechanics, 2012, 29(7): 42―49. (in Chinese)
    [19] Chung K F, Liu T C H, Ko A C H. Investigation on Vierendeel mechanism in steel beams with circular web openings [J]. Journal of Constructional Steel Research, 2001, 57(5): 467―490.
    [20] 张益凡. 蜂窝梁的整体和局部稳定性分析[D]. 长沙: 中南大学, 2008. Zhang Yifan. Study on global stability and local stability of castellated beams. Master Dissertation of Zhongnan University [D]. Changsha: Centeal South University, 2008. (in Chinese)
    [21] BS5950-1: 2000, Structural use of steelworks in building [S]. UK: British Standard Institution, 2000.
    [22] Husain M U, Speirs W G. Failure of castellated beams due to rupture of welded joints [J]. Acier-Stahl-Steel, 1971, 1(2): 12―25.
    [23] Durif S, Bouchaïr A. Behavior of cellular beams with sinusoidal openings [J]. Procedia Engineering, 2012, 40(1): 108―113.
    [24] 贾连光, 李庆文, 刘永方. 蜂窝梁抗剪性能分析与计算[J]. 工程力学, 2012, 29(2): 23―56. Jia Lianguang, Li Qingwen, Liu Yongfang. Performance analysis and calculation of shear force resistance for cellular beam [J]. Engineering Mechanics, 2012, 29(2): 23―56. (in Chinese)
    • 相关文章
    • 施引文献
    • 资源附件(0)
计量
  • 文章访问数:  462
  • HTML全文浏览量:  46
  • PDF下载量:  96
  • 被引次数: 0
出版历程
  • 收稿日期:  2013-10-20
  • 修回日期:  2014-05-15
  • 刊出日期:  2015-04-24

目录

摘要
HTML全文
    参考文献(24)
    相关文章
    施引文献
    资源附件(0)

    /

    返回文章
    返回

    京ICP备18030614号

    版权所有 © 《工程力学》编辑部

    地址：北京清华大学新水利馆114室邮政编码：100084

    电话：(010)62788648传真：021-64253812电子信箱：gclxbjb@tsinghua.edu.cn

    本系统由北京仁和汇智信息技术有限公司开发  百度统计