Shape optimisation of cold-formed steel columns with manufacturing constraints using the Hough transform

This paper introduces manufacturing constraints into a recently developed evolutionary algorithm for shape optimisation of CFS profiles. The algorithm is referred to as “self-shape optimisation” and uses Genetic Algorithm (GA) together with the Augmented Lagrangian (AL) method to avoid ill-conditioned problems. Simple manufacturing rules derived from the limitations of current cold-forming processes, i.e. a limited ability to form continuously curved surfaces without discrete bends, are described in the paper and incorporated into the algorithm. The Hough transform is used to detect straight lines and transform arbitrarily drawn cross-sections into manufacturable ones. Firstly, the algorithm is verified against a known optimisation problem and found to accurately converge to a manufacturable optimum solution. Secondly, the algorithm is applied to singly-symmetric CFS columns each of which is subject to an axial compressive load of 75kN and has a uniform wall thickness of 1.2 mm. The strength of the columns is evaluated by the Direct Strength Method (DSM) and all buckling modes are considered. Various column lengths (from 500 mm to 3000 mm) and numbers of roll-forming bends were investigated. The optimised cross-sections are presented and discussed.

[1]  James K. Guest,et al.  Shape optimization of cold-formed steel columns , 2011 .

[2]  Gregory J. Hancock,et al.  Cold-formed steel structures , 2003 .

[3]  Benjamin W. Schafer,et al.  Knowledge-based global optimization of cold-formed steel columns , 2004 .

[4]  Y. K. Cheung,et al.  FINITE STRIP METHOD IN STRUCTURAL ANALYSIS , 1976 .

[5]  A. Belegundu,et al.  A Computational Study of Transformation Methods for Optimal Design , 1984 .

[6]  H. Adeli,et al.  Augmented Lagrangian genetic algorithm for structural optimization , 1994 .

[7]  Lip H. Teh,et al.  Self-shape optimisation application: Optimisation of cold-formed steel columns , 2012 .

[8]  Sándor Ádány,et al.  Buckling mode identification of thin-walled members by using cFSM base functions , 2010 .

[9]  Stephen Smith,et al.  Using Evolutionary Algorithms Incorporating the Augmented Lagrangian Penalty Function to Solve Discrete and Continuous Constrained Non-linear Optimal Control Problems , 2001, Artificial Evolution.

[10]  Gregory J. Hancock,et al.  Development of the 2005 Edition of the Australian/New Zealand Standard for Cold-Formed Steel Structures AS/NZS 4600 , 2008 .

[11]  Hong Guan,et al.  Self-shape optimisation principles: Optimisation of section capacity for thin-walled profiles , 2012 .

[12]  Benjamin W. Schafer,et al.  REVIEW: THE DIRECT STRENGTH METHOD OF COLD-FORMED STEEL MEMBER DESIGN , 2008 .

[13]  Alexandre Landesmann,et al.  Shape Grammar of steel cold-formed sections based on manufacturing rules , 2014 .

[14]  James K. Guest,et al.  Shape optimization of cold-formed steel columns with fabrication and geometric end-use constraints , 2014 .

[15]  Arghavan Louhghalam,et al.  Optimal folding of cold formed steel cross sections under compression , 2014 .

[16]  Nuno Silvestre,et al.  Multiobjective optimization of cold-formed steel columns , 2015 .

[17]  Mauro Serra,et al.  On optimum thin-walled closed cross section , 2005 .

[18]  Hojjat Adeli,et al.  Evolutionary Computing and the Genetic Algorithm , 2006 .

[19]  John H. Holland,et al.  Adaptation in Natural and Artificial Systems: An Introductory Analysis with Applications to Biology, Control, and Artificial Intelligence , 1992 .

[20]  Zhanjie Li,et al.  Buckling Analysis of Cold-formed Steel Members with General Boundary Conditions Using CUFSM Conventional and Constrained Finite Strip Methods , 2010 .