This paper uses the Genetic Algorithm (GA)-based optimisation method for cold-formed steel (CFS) profiles with manufacturing constraints, developed in the companion paper, to shape-optimise simply-supported and singly-symmetric open-section columns. Having a uniform wall thickness of 0.047 inch (1.2 mm), the columns are subjected to a compressive axial load of 16,860 lbf (75kN) and optimised for yielding and global buckling. Column lengths ranging from 3.28 ft (1,000 mm) to 9.84 ft (3,000 mm) are investigated. The algorithm is run with and without considering the manufacturing constraints. Differences between the two types of cross-sections, i.e. manufacturable and non-manufacturable, are evaluated. The influence of the number of manufactur...
CRediT authorship contribution statement Hossein Parastesh: Methodology, Supervision, Resources. Sey...
Innovative cross-section shapes for built-up columns from cold-formed steel (CFS) profiles are evalu...
Optimisation of cold-formed steel (CFS) structures can be challenging due to the complex behaviour o...
This paper presents a Genetic Algorithm optimisation method with manufacturing constraints for shape...
This paper aims at incorporating manufacturing and assembly features into a shape optimisation algor...
The objective of this paper is to introduce appropriate constraints in the shape optimization of a c...
This paper presents the optimisation of cold-formed steel open columns using the recently developed ...
This study aims to present a practical method for optimization of symmetric cold-formed steel (CFS) ...
This paper is focused on optimising the cross-sectional shapes of simply-supported, singly-symmetric...
This paper presents the optimisation of cold-formed steel open columns using the recently developed ...
This paper introduces manufacturing constraints into a recently developed evolutionary algorithm for...
This paper presents a Genetic Algorithm optimisation method with manufacturing constraints for shape...
One of the main advantages of cold-formed steel profiles is the great flexibility of cross-sectional...
The use of cold-formed steel (CFS) elements in residential and industrial buildings is widely gainin...
Cold-formed steel structural systems are widely used in modern construction. However, identifying op...
CRediT authorship contribution statement Hossein Parastesh: Methodology, Supervision, Resources. Sey...
Innovative cross-section shapes for built-up columns from cold-formed steel (CFS) profiles are evalu...
Optimisation of cold-formed steel (CFS) structures can be challenging due to the complex behaviour o...
This paper presents a Genetic Algorithm optimisation method with manufacturing constraints for shape...
This paper aims at incorporating manufacturing and assembly features into a shape optimisation algor...
The objective of this paper is to introduce appropriate constraints in the shape optimization of a c...
This paper presents the optimisation of cold-formed steel open columns using the recently developed ...
This study aims to present a practical method for optimization of symmetric cold-formed steel (CFS) ...
This paper is focused on optimising the cross-sectional shapes of simply-supported, singly-symmetric...
This paper presents the optimisation of cold-formed steel open columns using the recently developed ...
This paper introduces manufacturing constraints into a recently developed evolutionary algorithm for...
This paper presents a Genetic Algorithm optimisation method with manufacturing constraints for shape...
One of the main advantages of cold-formed steel profiles is the great flexibility of cross-sectional...
The use of cold-formed steel (CFS) elements in residential and industrial buildings is widely gainin...
Cold-formed steel structural systems are widely used in modern construction. However, identifying op...
CRediT authorship contribution statement Hossein Parastesh: Methodology, Supervision, Resources. Sey...
Innovative cross-section shapes for built-up columns from cold-formed steel (CFS) profiles are evalu...
Optimisation of cold-formed steel (CFS) structures can be challenging due to the complex behaviour o...