TY - JOUR
T1 - Flexural behaviour and design rules for SupaCee sections with web openings
AU - Thirunavukkarasu, Kajaharan
AU - Kanthasamy, Elilarasi
AU - Poologanathan, Keerthan
AU - Gunalan, Shanmuganathan
AU - Gatheeshgar, Perampalam
AU - Tsavdaridis, Konstantinos Daniel
AU - Corradi, Marco
N1 - Funding Information:
The authors would like to acknowledge the supports provided by the Northumbria University , European research council and The Home Engineers.
Publisher Copyright:
© 2022 Elsevier Ltd
PY - 2023/1/1
Y1 - 2023/1/1
N2 - Cold-Formed Steel (CFS) has been used to a great extent due to the industry uptake given its merits with the key being its high strength-to-weight ratio. Besides, innovative section profiles are constantly introduced to uplift the structural applicability of CFS sections. SupaCee section is a novel section with enhanced structural performance due to its sectional attributes such as longitudinal web stiffeners and return lips. However, the necessity of web openings (holes) to provide service integrations is not considered adequately so far in previous studies with SupaCee sections. Hence, this study reports a comprehensive assessment on flexural performance of SupaCee sections with web openings. Accordingly, numerical analysis was carried out which followed by the validation of the elaborated Finite Element (FE) model and the development of parametric studies considering key parameters such as depth, thickness, yield strength, web opening ratio and hole spacing. Results from the numerical studies are discussed and compared with existing design standards. New design provisions are proposed to predict the flexural capacity of SupaCee sections with web openings. Moreover, FE model of Lipped Channel Beam (LCB) was developed and analysed with similar parameters of SupaCee sections. The comparison of LCB and SupaCee sections with and without web openings are reported and based on the flexural capacity comparisons; recommendations are stated to replace conventional CFS sections by SupaCee sections.
AB - Cold-Formed Steel (CFS) has been used to a great extent due to the industry uptake given its merits with the key being its high strength-to-weight ratio. Besides, innovative section profiles are constantly introduced to uplift the structural applicability of CFS sections. SupaCee section is a novel section with enhanced structural performance due to its sectional attributes such as longitudinal web stiffeners and return lips. However, the necessity of web openings (holes) to provide service integrations is not considered adequately so far in previous studies with SupaCee sections. Hence, this study reports a comprehensive assessment on flexural performance of SupaCee sections with web openings. Accordingly, numerical analysis was carried out which followed by the validation of the elaborated Finite Element (FE) model and the development of parametric studies considering key parameters such as depth, thickness, yield strength, web opening ratio and hole spacing. Results from the numerical studies are discussed and compared with existing design standards. New design provisions are proposed to predict the flexural capacity of SupaCee sections with web openings. Moreover, FE model of Lipped Channel Beam (LCB) was developed and analysed with similar parameters of SupaCee sections. The comparison of LCB and SupaCee sections with and without web openings are reported and based on the flexural capacity comparisons; recommendations are stated to replace conventional CFS sections by SupaCee sections.
KW - Cold-formed steel
KW - Finite element modelling
KW - Flexural performance
KW - SupaCee section
KW - Web opening
UR - http://www.scopus.com/inward/record.url?scp=85141911788&partnerID=8YFLogxK
U2 - 10.1016/j.jobe.2022.105539
DO - 10.1016/j.jobe.2022.105539
M3 - Article
AN - SCOPUS:85141911788
VL - 63
JO - Journal of Building Engineering
JF - Journal of Building Engineering
SN - 2352-7102
IS - Part A
M1 - 105539
ER -
