کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
308315 513547 2016 18 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Shape optimisation of cold-formed steel columns with manufacturing constraints using the Hough transform
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی مهندسی عمران و سازه
پیش نمایش صفحه اول مقاله
Shape optimisation of cold-formed steel columns with manufacturing constraints using the Hough transform
چکیده انگلیسی


• Manufacturing constraints are introduced into a Genetic Algorithm for shape optimisation of cold-formed steel columns.
• Simple manufacturing rules are defined and introduced using the Hough transform.
• The algorithm is verified against a known optimisation problem and parametric studies are performed.
• The verified algorithm is used to shape-optimise singly-symmetric cold-formed steel columns.
• The optimised manufacturable cross-sections have a significant improvement in capacity, compared to conventional ones.

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.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Thin-Walled Structures - Volume 106, September 2016, Pages 75–92
نویسندگان
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