Archivio Istituzionale della RicercaIn the Civil Engineering industry, design optimization of structural components is often obtained through methods applied on already existing solutions. These methods are based on a “library” approach which allows the selection of materials and dimensions, overlooking where they are located. An optimization procedure coupling FE ANSYS Workbench with modeFRONTIER is presented here: The aim of the work is to optimize the beam’s dimension and location within a steel frame structure, fully modeled through FE beam elements and joint connections; its design and mechanical performances can be compared with other “standard” configurations.
Topological optimization procedure for civil steel frame design / Bernardini, Carmen; Zavarise, Giorgio; Rossetti, Fabio. - In: ENGINSOFT NEWSLETTER. - STAMPA. - 4:(2014), pp. 36-37.
Topological optimization procedure for civil steel frame design
Giorgio Zavarise;
2014
Abstract
In the Civil Engineering industry, design optimization of structural components is often obtained through methods applied on already existing solutions. These methods are based on a “library” approach which allows the selection of materials and dimensions, overlooking where they are located. An optimization procedure coupling FE ANSYS Workbench with modeFRONTIER is presented here: The aim of the work is to optimize the beam’s dimension and location within a steel frame structure, fully modeled through FE beam elements and joint connections; its design and mechanical performances can be compared with other “standard” configurations.
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https://hdl.handle.net/11583/2706122
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