An analytical method for ultimate shear strength of composite plate girders with web openings

被引：11
|
作者：
Darehshouri, S. F. [1 ]
Shanmugam, N. E. [1 ]
Osman, S. A. [1 ]
机构：
[1] Natl Univ Malaysia, Dept Civil & Struct Engn, Ukm Bangi 43600, Malaysia
来源：
ENGINEERING STRUCTURES | 2013年 / 56卷
关键词：
Composite plate girders; Web openings; Analytical method; Ultimate shear; Tension field action; CUTOUTS; STEEL;
D O I：
10.1016/j.engstruct.2013.05.045
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The paper presents an analytical method to determine the ultimate shear capacity of composite plate girders containing web openings. Since one of the flanges of the steel girder is connected to reinforced concrete slab through shear connectors the behavior differs from that of a bare steel plate girder. The analysis of such behavior is complex and hence it is necessary to have a simple method for design office use. A simple analytical method to determine the shear strength of the girder is presented herein. The method considers the effects of composite action between the concrete deck and steel part of the girder and the presence of openings in the webs. Contributions to the shear strength of the girder by tension field action in the plate girder web panel and shear failure of concrete slab are accounted for in the proposed method. The accuracy of the method is assessed by comparing the predicted values with the corresponding experimental results. Effects of web openings on ultimate shear capacity of composite girders are investigated. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码：610 / 620
页数：11
相关论文
共 50 条
  • [1] SHEAR-STRENGTH OF PLATE GIRDERS WITH WEB OPENINGS
    COOPER, PB
    ROYCHOWDHURY, J
    JOURNAL OF STRUCTURAL ENGINEERING, 1990, 116 (07) : 2042 - 2048
  • [2] Web Buckling and Ultimate Strength of Composite Plate Girders Subjected to Shear and Bending
    Hayatdavoodi, Aliakbar
    Shanmugam, Nandivaram Elumalai
    INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 2015, 15 (02)
  • [3] An analytical method to determine the ultimate shear strength of continuous steel plate girders
    Aliakbar Hayatdavoodi
    Yancheng Li
    Asian Journal of Civil Engineering, 2025, 26 (2) : 565 - 575
  • [4] AN APPROXIMATE METHOD FOR THE ULTIMATE SHEAR STRENGTH OF HORIZONTALLY CURVED COMPOSITE PLATE GIRDERS
    Shanmugam, Nandivaram E.
    Basher, Mohammed A.
    Rashid, Khalim A.
    JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT, 2014, 20 (03) : 330 - 337
  • [5] Shear strength of tubular flange plate girders with square web openings
    Hassanein, M. F.
    ENGINEERING STRUCTURES, 2014, 58 : 92 - 104
  • [6] AN EQUILIBRIUM METHOD FOR ASSESSING THE STRENGTH OF PLATE GIRDERS WITH REINFORCED WEB OPENINGS
    NARAYANAN, R
    DERAVANESSIAN, NGV
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 2-RESEARCH AND THEORY, 1984, 77 (JUN): : 107 - 137
  • [7] SHEAR-STRENGTH OF COMPOSITE PLATE GIRDERS WITH WEB CUTOUTS
    ROBERTS, TM
    ALAMERY, RIM
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1991, 117 (07): : 1897 - 1910
  • [8] AN APPROXIMATE METHOD FOR SHEAR STRENGTH OF COMPOSITE PLATE GIRDERS
    Darehshouri, S. F.
    Shanmugam, N. E.
    Osman, S. A.
    Proceedings of the 7th International Conference on Steel and Aluminium Structures (ICSAS 2011), 2011, : 215 - 220
  • [9] Web openings in horizontally curved composite plate girders
    Basher, M. A.
    Shanmugam, N. E.
    Khalim, A. R.
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2009, 65 (8-9) : 1694 - 1704
  • [10] EQUILIBRIUM METHOD FOR ASSESSING THE STRENGTH OF PLATE GIRDERS WITH REINFORCED WEB OPENINGS.
    Narayanan, R.
    Der-Avanessian, N.G.V.
    Proceedings of the Institution of Civil Engineers (London), 1984, 77 (pt 2): : 107 - 137
12345