Effect of Lip Depth on the Flexural Capacity of Cold-Formed Steel Section

被引:0
|
作者
Vijayamurugan, Nitish [1 ]
Prabaharan, Vaishnavi [1 ]
Akhas, Punitha kumar [1 ]
机构
[1] Vellore Inst Technol, Sch Civil Engn, Vellore 632014, Tamil Nadu, India
关键词
Cold-formed steel section; Flexural strength; Strength-to-weight ratio; Load-deflection behaviour; Failure modes; Load carrying capacity; CHANNEL BEAMS; SHEAR;
D O I
10.1007/s13296-024-00867-y
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Cold-formed steel section (CFS) is broadly utilised in structural elements such as compression members, flexural members and tension members. Owing to its commendable properties such as light weight, easy handling, faster installation, aesthetic appearance and high strength to weight ratio, this study investigates the impact of lip depth and web depth on the flexural strength of light gauge steel C-sections. Specifically, it examines the flexural strength, including the strength-to-weight ratio, of C-sections with varying lip depths, and comparing these trends across different web depths. A finite element analysis was carried out to determine the optimum dimension of the depth of the lip by using the software ABAQUS. Load-deflection behaviour, failure modes, strength to weight ratio and changes in the load carrying capacity were discussed in this paper. The paper explores the load-deflection behaviour, failure modes, strength-to-weight ratio variations and corresponding differences in bending carrying capacity. The analysis reveals that the strength-to-weight ratio of C-sections increases gradually with lip depth. Moreover, an increase in lip depth positively influences the load carrying capacity of lipped channel sections in CFS structures.
引用
收藏
页码:849 / 861
页数:13
相关论文
共 50 条
  • [1] Effect of external strengthening on the flexural capacity of cold-formed steel beams
    Anbarasu, M.
    Dar, A. R.
    Rather, Amer, I
    Dar, M. Adil
    [J]. MATERIALS TODAY-PROCEEDINGS, 2021, 39 : 1270 - 1274
  • [2] Flexural behaviour of cold-formed steel oval hollow section beams
    Zhu, Ji-Hua
    Su, Mei-Ni
    Zhu, Xiaoming
    Daniels, James
    Young, Ben
    [J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2021, 180
  • [3] Flexural performance of cold-formed steel section in a composite beam system
    Lawan, M. M.
    Shek, P. N.
    Tahir, M. M.
    [J]. 4TH INTERNATIONAL CONFERENCE ON CONSTRUCTION AND BUILDING ENGINEERING & 12TH REGIONAL CONFERENCE IN CIVIL ENGINEERING (ICONBUILD & RCCE 2019), 2020, 849
  • [4] Prediction on Flexural Strength of Encased Composite Beam with Cold-Formed Steel Section
    Khadavi
    Tahir, M. M.
    [J]. 3RD INTERNATIONAL CONFERENCE ON CONSTRUCTION AND BUILDING ENGINEERING (ICONBUILD 2017), 2017, 1903
  • [5] Simplified calculation method for flexural moment capacity of cold-formed steel built-up section beams
    Yao, Xinmei
    Zhou, Xuhong
    Shi, Yu
    Guan, Yu
    Zou, Yuxuan
    [J]. ADVANCES IN STRUCTURAL ENGINEERING, 2020, 23 (14) : 3153 - 3167
  • [6] Analyzing the Flexural Performance of Cold-Formed Steel Sigma Section Using ABAQUS Software
    Selvam, Janani
    Vajravelu, Ashok
    Nagapan, Sasitharan
    Arumugham, Bala Kumaran
    [J]. SUSTAINABILITY, 2023, 15 (05)
  • [7] Experimental and numerical investigation on cold-formed steel C-section flexural members
    Wang, Haiming
    Zhang, Yaochun
    [J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2009, 65 (05) : 1225 - 1235
  • [8] Flexural strength performance and buckling mode prediction of cold-formed steel (C section)
    Susila, Adi
    Tan, Jimmy
    [J]. CIVIL ENGINEERING INNOVATION FOR A SUSTAINABLE, 2015, 125 : 979 - 986
  • [9] The flexural behavior of cold-formed steel composite beams
    Shi, Yu
    Yang, Kaidi
    Guan, Yu
    Yao, Xinmei
    Xu, Lei
    Zhang, Haibin
    [J]. ENGINEERING STRUCTURES, 2020, 218
  • [10] Section classifications for cold-formed channel steel
    Maduliat, Soheila
    Mendis, Priyan
    Tuan Duc Ngo
    [J]. PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, 2014, 167 (07) : 426 - 435