Numerical Investigation on Cold Formed  Steel Angle Section Portal Frames

dc.creator	Lakshmi , P.
dc.creator	Santhosh, Devika
dc.date	2021-04-22
dc.identifier	https://portalrevistas.uct.cl/index.php/safer/article/view/2514
dc.identifier	10.7770/safer-V10N1-art2514
dc.description	Cold formed steel portal frames are widely used as alternative to traditional portal frames made from hot rolled steel sections. Load-displacement response of cold formed steel single C-section portal frames is available. C- section portal frames undergo significant deformation before reaching their ultimate loads. In this study, cold formed steel angle portal frame is analyzed using finite element analysis in order to find the load-displacement response. Bolt pressure is applied at the location of physical bolts in ANSYS. Keywords- Cold formed steel portal frames, fasteners, bolts, connections, Numerical modelling	en-US
dc.format	application/pdf
dc.language	eng
dc.publisher	Universidad Católica de Temuco	en-US
dc.relation	https://portalrevistas.uct.cl/index.php/safer/article/view/2514/2100
dc.rights	Copyright (c) 2021 Sustainability, Agri, Food and Environmental Research	en-US
dc.rights	http://creativecommons.org/licenses/by-nc-sa/4.0	en-US
dc.source	Sustainability Agri Food Environmental Research (SAFER); Vol. 10 (2022)	es-ES
dc.source	Sustainability, Agri, Food and Environmental Research; Vol. 10 (2022)	en-US
dc.source	0719-3726
dc.title	Numerical Investigation on Cold Formed Steel Angle Section Portal Frames	en-US
dc.type	info:eu-repo/semantics/article
dc.type	info:eu-repo/semantics/publishedVersion