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首页> 外文期刊>Engineering Structures >Elastic lateral-torsional buckling strength of I-girder with trapezoidal web corrugations using a new warping constant under uniform moment
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Elastic lateral-torsional buckling strength of I-girder with trapezoidal web corrugations using a new warping constant under uniform moment

机译:均匀弯矩作用下新的翘曲常数的梯形腹板工字形梁的横向扭转屈曲强度

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摘要

While I-girders with trapezoidal web corrugations have been used in various structural applications and bridges, lateral torsion-flexure of I-girders with trapezoidal web corrugations still needs to be investigated, especially the general formulation for cross-section properties. This paper presents the results of theoretical and finite element analyses of the lateral-torsional buckling of an I-girder with trapezoidal web corrugations under uniform moment. By using the numerical equations and method, the location of shear center and warping constant are proposed. The elastic lateral-torsional buckling strength is then calculated via proposed cross-section properties. The results are compared with previous studies in the literature. A series of finite element analyses with different corrugation profiles and lengths are investigated and the results are compared with proposed formulas. Through comparative numerical studies, the proposed formulas are successfully verified. The effects of corrugation profiles on elastic lateral-torsional buckling strength are also investigated and discussed.
机译:尽管具有梯形腹板波纹的工字梁已用于各种结构应用和桥梁,但仍需要研究具有梯形腹板波纹的工字梁的侧向扭转挠曲,特别是截面特性的一般公式。本文介绍了在均匀弯矩作用下带有梯形腹板波纹的工字梁的横向扭转屈曲的理论和有限元分析结果。利用数值方程和方法,提出了剪切中心的位置和翘曲常数。然后,通过建议的横截面特性计算弹性的横向扭转屈曲强度。将结果与文献中的先前研究进行比较。研究了一系列不同波纹形状和长度的有限元分析,并将结果与​​建议的公式进行了比较。通过比较数值研究,成功验证了所提出的公式。还研究和讨论了波纹轮廓对弹性横向扭转屈曲强度的影响。

著录项

  • 来源
    《Engineering Structures》 |2010年第8期|P.2157-2165|共9页
  • 作者单位

    School of Civil, Environmental & Architectural Engineering, Steel Structural Laboratory, Korea University, 5-1 Anam-dong, Sungbuk-ku, Seoul 136-701, South Korea;

    rnSchool of Civil, Environmental & Architectural Engineering, Steel Structural Laboratory, Korea University, 5-1 Anam-dong, Sungbuk-ku, Seoul 136-701, South Korea;

    rnSchool of Civil, Environmental & Architectural Engineering, Steel Structural Laboratory, Korea University, 5-1 Anam-dong, Sungbuk-ku, Seoul 136-701, South Korea;

    rnSchool of Civil, Environmental & Architectural Engineering, Steel Structural Laboratory, Korea University, 5-1 Anam-dong, Sungbuk-ku, Seoul 136-701, South Korea;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    elastic lateral-torsional buckling strength; shear center; warping constant; trapezoidal web corrugations; I-girder;

    机译:弹性横向扭转屈曲强度剪切中心翘曲常数梯形腹板波纹;工字梁;

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