Comprehensive analysis of corrugated-web girders: A systematic review

被引：1
|
作者：
Kumar, Showkat Ahmad [1 ,2 ,3 ]
Sofi, Fayaz Ahmad [1 ]
Bhat, Javed Ahmad [1 ]
Zhou, Man [2 ]
机构：
[1] Natl Inst Technol Srinagar, Dept Civil Engn, Hazratbal 190006, Jammu & Kashmir, India
[2] Wuhan Univ, Sch Civil Engn, Wuhan, Peoples R China
[3] Islamic Univ Sci & Technol, Pulwama, J&k, India
来源：
THIN-WALLED STRUCTURES | 2025年 / 208卷
关键词：
Corrugated web; Flat web; Review study; Steel I -girder; Trapezoidal corrugations; Finite element modeling; TORSIONAL BUCKLING STRENGTH; COMPOSITE BOX-GIRDER; NORMALIZED SHEAR-STRENGTH; PATCH LOADING RESISTANCE; FINITE-ELEMENT-ANALYSIS; STEEL I-GIRDER; PLATE GIRDERS; STRESS-DISTRIBUTION; RESIDUAL-STRESSES; BRIDGE GIRDERS;
D O I：
10.1016/j.tws.2024.112636
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Corrugated-web girders (CWGs) utilize the benefits of folded webs in multiple profile shapes for their promising structural performance than flat-web girders (FWGs). The folded webs enhance stiffness and strength in CWGs to mitigate out-of-plane flat-web issues such as bending, buckling, and torsion. This study provides a comprehensive literature overview of the behavior of CWGs under patch, shear and flexure, lateral torsional buckling, fatigue, and combined loadings from the past three decades. Details of experimental studies performed, numerical issues addressed, and the influence of different geometry profiles dealt with in the literature are provided. Existing design and analytical models used for strength evaluation of CWGs in patch, shear, flexure, and lateral torsional buckling are summarized. Further, different finite element modeling and meshing strategies are provided for CWGs and compared for their simulation efficiency against documented experimental results from the literature.
引用
收藏
页数：29
相关论文
共 50 条
  • [41] The Effect of Shear Span on the Behavior of Triangularly Corrugated Web Steel Girders
    Abdullah, Mazin Diwan
    Almayah, Abdulamir Atalla
    CIVIL ENGINEERING JOURNAL-TEHRAN, 2023, 9 (02): : 372 - 380
  • [42] Lateral torsion-flexure buckling of corrugated web steel girders
    Sayed-Ahmed, EY
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, 2005, 158 (01) : 53 - 69
  • [43] Numerical study of the flange buckling behavior of trapezoidally corrugated web girders
    Qureshi, Amr E. K.
    Tohamy, Sedky A.
    Saddek, Amr B.
    Drar, Ahmed A. M.
    ENGINEERING STRUCTURES, 2021, 247
  • [44] Analysis of flange transverse bending of corrugated web I-girders under in-plane loads
    Abbas, Hassan H.
    Sause, Richard
    Driver, Robert G.
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2007, 133 (03): : 347 - 355
  • [45] Lateral-torsional buckling resistance of corrugated web girders based on deterministic and stochastic nonlinear analysis
    Barnkopf, E.
    Jager, B.
    Kovesdi, B.
    THIN-WALLED STRUCTURES, 2022, 180
  • [46] Fatigue of web-flange weld of corrugated web girders: 2. Analytical evaluation of fatigue strength of corrugated web-flange weld
    Anami, K
    Sause, R
    INTERNATIONAL JOURNAL OF FATIGUE, 2005, 27 (04) : 383 - 393
  • [47] Failure Mechanism of Hybrid Steel Beams with Trapezoidal Corrugated-Web Non-Welded Inclined Folds
    Elamary, Ahmed S.
    Alharthi, Yasir
    Abdalla, Osama
    Alqurashi, Muwaffaq
    Sharaky, Ibrahim A.
    MATERIALS, 2021, 14 (06)
  • [48] Cyclic behaviour of diagonally-stiffened beam-to-column connections of corrugated-web I sections
    Aydin, R.
    Yuksel, E.
    Yardimci, N.
    Gokce, T.
    ENGINEERING STRUCTURES, 2016, 121 : 120 - 135
  • [49] Transverse Analysis of Box Girders with Corrugated Steel Webs
    Xu, Fen
    Cheng, Yikai
    Wang, Kangjian
    Zhou, Man
    BUILDINGS, 2024, 14 (03)
  • [50] Comprehensive Analysis of the Use of Web-GIS for Natural Hazard Management: A Systematic Review
    Daud, Muhammad
    Ugliotti, Francesca Maria
    Osello, Anna
    SUSTAINABILITY, 2024, 16 (10)
12345