Web crippling of pultruded GFRP built-up sections. (April 2023)

• Record Type: Journal Article
• Authors: Wu, Chao; Ding, Yue; He, Li; Tam, Lik-Ho
• Is Part Of: Thin-walled structures. Volume 185(2023)
• Publication Date: 2023-04
• Subjects: Web crippling -- GFRP -- Built-up section -- Transverse loading -- Integrity enhancement coefficient; Thin-walled structures -- Periodicals; 690.1
• DOI: 10.1016/j.tws.2023.110646
• Languages: English
• ISSNs: 0263-8231

Abstract

Abstract: Web crippling is a critical premature failure of pultruded glass fiber reinforced polymer (GFRP) composites. One solution is to combine several sections to form a built-up section to carry the web crippling load. However, there is no existing study on the web crippling behavior of built-up sections under transverse loading. This paper presents an experimental and analytical study on the web crippling behavior of built-up I-shaped sections. The I-shaped sections were made by connecting two single channel sections back-to-back. Two connections methods were used including adhesive bonding and mechanical bolting. The bolt arrangements including number of bolt rows in the longitudinal direction, bolt spacing were varied to understand their effects on the web crippling behavior. The built-up sections were tested under two loading conditions of ITF and ETF, and the failure modes, load–displacement curves, and web crippling capacities were reported. Finally a section integrity enhancement coefficient was introduced in the analytical model to predict the web crippling capacity of built-up I-shaped sections and the predictions agreed well with the experimental results. This study contributes to the understanding of web crippling behavior of built-up sections made with pultruded GFRP sections. Highlights: This is the first study on the web crippling behavior of built-up sections made with pultruded glass fiber reinforced polymer (GFRP) composite. Adhesive bonding and mechanical bolting are equally effective to assemble built-up sections regarding web crippling capacity improvement. Web crippling capacity of a built-up section can be greater than the sum of the capacity of all the single sections making it. Analytical model is developed for predicting the web crippling capacity of built-up section.