Institutional-Repository, University of Moratuwa.  

Web crippling behaviour of cold-formed carbon steel, stainless steel, and aluminium lipped channel sections with web openings

Show simple item record

dc.contributor.author Weerasinghe, H
dc.contributor.author Konthesingha, C
dc.contributor.author Nanayakkara, A
dc.contributor.author Poologanathan, K
dc.contributor.author Perampalam, G
dc.contributor.author Kanthasamy, E
dc.date.accessioned 2023-06-26T07:00:43Z
dc.date.available 2023-06-26T07:00:43Z
dc.date.issued 2022
dc.identifier.citation Kanthasamy, E., Alsanat, H., Poologanathan, K., Gatheeshgar, P., Corradi, M., Thirunavukkarasu, K., & Dissanayake, M. (2022). Web crippling behaviour of cold-formed high strength steel unlipped channel beams. Buildings, 12(3), 1820[22p.]. https://doi.org/10.3390/buildings12030291 en_US
dc.identifier.issn 2075-5309 en_US
dc.identifier.uri http://dl.lib.uom.lk/handle/123/21170
dc.description.abstract This paper reviews the research advancements and design practices related to the structural web crippling response of lipped Cold-Formed (CF) carbon steel, stainless steel, and aluminium channels with web perforations. The web crippling response differs among each material based on the non-linear stress-strain characteristics and degree of strain hardening. Therefore, the reduction in the web crippling strength of web-perforated CF channel sections made of different materials may not be equivalent. The research activities surrounding the web crippling response of CF channels with and without web openings were reviewed initially. Despite the limited design provisions given in the international specifications for the web crippling design of lipped CF channels with web openings, web crippling studies conducted across the world have developed suitable design equations in the form of reduction factors. Past research studies have substantially captured the web crippling response of carbon steel channels with web openings while that of stainless steel and aluminium are limited, as identified in this paper. Lastly, numerical models were developed for simulating the web crippling behaviour of lipped CF carbon steel, stainless steel, and aluminium channels with web opening and validated with past experimental data, with a view for developing unified design guidelines. en_US
dc.language.iso en en_US
dc.publisher MDPI en_US
dc.subject Cold-formed lipped channel sections en_US
dc.subject web crippling en_US
dc.subject web openings en_US
dc.subject unified design guidelines en_US
dc.title Web crippling behaviour of cold-formed carbon steel, stainless steel, and aluminium lipped channel sections with web openings en_US
dc.type Article-Abstract en_US
dc.identifier.year 2022 en_US
dc.identifier.journal Buildings en_US
dc.identifier.issue 11 en_US
dc.identifier.volume 12 en_US
dc.identifier.database MDPI en_US
dc.identifier.pgnos 1820[22p.] en_US
dc.identifier.doi https://doi.org/10.3390/buildings12111820 en_US


Files in this item

This item appears in the following Collection(s)

Show simple item record