Shape optimisation of manufacturable and usable cold-formed steel singly-symmetric and open columns

被引:15
|
作者
Wang, Bin [1 ]
Gibert, Benoit P. [1 ]
Guan, Hong [1 ]
Teh, Lip H. [2 ]
机构
[1] Griffith Univ, Griffith Sch Engn, Gold Coast Campus, Southport, Qld 4222, Australia
[2] Univ Wollongong, Sch Civil Min & Environm Engn, Wollongong, NSW 2522, Australia
关键词
Shape optimisation; Cold-formed steel structures; Manufacturable cross-sections; Assembly constraints; Genetic algorithm; CONSTRAINTS; SECTIONS;
D O I
10.1016/j.tws.2016.10.004
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper aims at incorporating manufacturing and assembly features into a shape optimisation algorithm for cold-formed steel (CFS) profiles. Genetic algorithm (GA) is used as the search algorithm and is combined with the augmented Lagrangian constraint-handling method to avoid ill-conditioning. Manufacturable cross-sections are arbitrarily drawn in the initial generation and subsequently treated as an integral part of the GA. The assembly features considered in the study reflect the ones commonly encountered in the construction industry. They include fastening elements (horizontal flange and vertical web) and allowances for utilities, and are treated as constraints. The algorithm is applied to simply-supported singly-symmetric, free-to-warp open section columns with various numbers of manufacturing bends. Three assembly cases for half sections are investigated: (a) a horizontal flange, (b) a horizontal flange and a vertical web, and (c) a horizontal flange and a vertical web with a utility clearance. A two-step optimisation process is used to optimise the columns: (i) the optimum positions of the fastening elements (horizontal flange and vertical web) are determined first and (ii) the cross-sectional shapes are then optimised. The optimised columns are discussed and compared to the unconstrained optimised columns and the conventional lipped Cee-sections. The results demonstrate the robustness and efficiency of the algorithm.
引用
收藏
页码:271 / 284
页数:14
相关论文
共 50 条
  • [31] Shape optimization of cold-formed steel columns with fabrication and geometric end-use constraints
    Leng, Jiazhen
    Li, Zhanjie
    Guest, James K.
    Schafer, Benjamin W.
    THIN-WALLED STRUCTURES, 2014, 85 : 271 - 290
  • [32] Compression tests on cold-formed steel columns with monosymmetrical section
    Moldovan, A.
    Thin-Walled Structures, 1994, 20 (1 -4 pt 2) : 241 - 252
  • [33] Local buckling of corroded cold-formed steel stub columns
    Nie, Biao
    Xu, Shanhua
    Wang, Youde
    Li, Anbang
    Zhang, Zongxing
    STRUCTURES, 2021, 29 : 1837 - 1846
  • [34] Design for openings in cold-formed steel channel stub columns
    Shanmugam, NE
    Dhanalakshmi, M
    THIN-WALLED STRUCTURES, 2001, 39 (12) : 961 - 981
  • [35] Experiments on sheathed cold-formed steel beam-columns
    Kyprianou, Constantinos
    Kyvelou, Pinelopi
    Gardner, Leroy
    Nethercot, David A.
    ce/papers, 2021, 4 (2-4): : 377 - 386
  • [36] Determination of Modelling Error Statistics for Cold-Formed Steel Columns
    Rokade, R. P.
    Rao, K.
    Palani, B.
    ADVANCES IN CIVIL ENGINEERING, 2020, 2020
  • [37] Cold-formed steel columns at both ambient and fire conditions
    Craveiro, Helder
    Correia Rodrigues, Joao Paulo
    Laim, Luis
    JOURNAL OF STRUCTURAL FIRE ENGINEERING, 2018, 9 (03) : 189 - 202
  • [38] STUDY ON MAXIMUM STRENGTH OF COLD-FORMED STEEL COLUMNS - DISCUSSION
    RONDAL, J
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1993, 119 (02): : 672 - 672
  • [39] Computational Analysis of Cold-Formed Steel Columns with Initial Imperfections
    Garifullin, Marsel
    Nackenhorst, Udo
    INTERNATIONAL SCIENTIFIC CONFERENCE URBAN CIVIL ENGINEERING AND MUNICIPAL FACILITIES (SPBUCEMF-2015), 2015, 117 : 1073 - 1079
  • [40] Buckling analysis of cold-formed steel lipped angle columns
    Young, B
    Ellobody, E
    JOURNAL OF STRUCTURAL ENGINEERING, 2005, 131 (10) : 1570 - 1579