Cost Optimization of Composite Floor Systems with Castellated Steel Beams
Publication: Practice Periodical on Structural Design and Construction
Volume 24, Issue 1
Abstract
The cost optimization of the internal composite floor bays with castellated steel beams was studied using a genetic algorithm. A computed flowchart, input variables, constraints, and output variables are presented. The cost optimal function was defined using a price list of the different floor components. The accuracy of the model was validated by comparison with two literature examples. Comparative simulations were conducted to explore the effect of various influential parameters in optimal design, and the number of floor divisions, dimensions of hexagonal openings, and number of web openings were considered. The simulation results show that there were no significant effects on the composite bay cost due to the changes in the number of floor divisions or web openings. Web opening limitations were presented to minimize the cut length. In addition, design guidelines for opening dimensions to reduce web buckling were discussed.
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Published In
Practice Periodical on Structural Design and Construction
Volume 24 • Issue 1 • February 2019
Copyright
© 2018 American Society of Civil Engineers.
History
Received: Aug 6, 2018
Accepted: Sep 18, 2018
Published online: Nov 30, 2018
Published in print: Feb 1, 2019
Discussion open until: Apr 30, 2019
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