Flexural strength and behaviour of cold rolled purlins with complex longitudinal stiffeners

Conference paper


Nguyen, V. B., Hajirasouliha, I. and English, M. 2025. Flexural strength and behaviour of cold rolled purlins with complex longitudinal stiffeners. IABSE Symposium 2025. Tokyo, Japan 18 - 21 May 2025 The International Association for Bridge and Structural Engineering (IABSE) .
AuthorsNguyen, V. B., Hajirasouliha, I. and English, M.
TypeConference paper
Abstract

This paper presents the flexural strength and behaviour of cold rolled channel and zed steel purlins with complex longitudinal web and flange stiffeners. The material properties at the section’s flat parts, corners, and stiffeners are obtained from tensile tests. A series of four-point beam bending tests is carried out to determine the buckling and ultimate bending capacities of these sections. Nonlinear Finite Element analysis (FEA) is developed to model the flexural strength of the purlins and validated against the experimental tests. True stress-strain data for materials due to cold working at different regions of the sections are incorporated into nonlinear analyses. Based on the validated FEA results for different sectional shapes and thicknesses, design formulae for determining flexural strength of purlin sections with complex stiffeners are developed.

KeywordsCold rolled sections; purlins; cold working; channel section; zed section; buckling; ultimate strength; tensile test; four-point bending test; Finite Element analysis
Year2025
ConferenceIABSE Symposium 2025
JournalStructural Engineering International (SEI)
PublisherThe International Association for Bridge and Structural Engineering (IABSE)
Web address (URL)https://www.iabse.org/Tokyo2025
Accepted author manuscript
License
File Access Level
Open
Publisher's version
File Access Level
Restricted
Web address (URL) of conference proceedingshttps://www.iabse.org/Publications
Publication dates
Online23 May 2025
Publication process dates
Accepted23 May 2025
Deposited24 Jul 2025
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