Experimental and numerical study of hybrid (CFRP-GFRP) composite laminates containing circular cut-outs under shear loading. (October 2022)

• Record Type: Journal Article
• Authors: Damghani, Mahdi; Pir, Rakib Ali; Murphy, Adrian; Fotouhi, Mohammad
• Is Part Of: Thin-walled structures. Volume 179(2022)
• Publication Date: 2022-10
• Subjects: Shear buckling -- Laminated composites -- Hybrid composites -- Post-buckling behaviour -- Nonlinear behaviour -- Cut-out; Thin-walled structures -- Periodicals; 690.1
• DOI: 10.1016/j.tws.2022.109752
• Languages: English
• ISSNs: 0263-8231

Abstract

Abstract: Previous works have established the response and failure behaviour of hybrid (CFRP-GFRP) laminates when subjected to a wide range of destabilising loads. However, to date no works have focused on plates with cut-outs under shear loading and quantified the influence of selective laminate shapes and hybridisation on their post-buckling response. Herein, the plate collapse behaviour of a novel X-braced hybrid (CFRP-GFRP) twill woven laminate containing a large circular cut-out (diameter to width ratio of 0.35), subjected to in-plane shear loading is investigated. The study includes a hybrid and a baseline pure CFRP design and employs both experimental and numerical analysis. The experimental results illustrate that despite having less CFRP material, a hybrid laminate design with shaped CFRP plies exhibits greater failure load (+9%), and a greater failure load to buckling load ratio (1.26 compared to 1.12). However, this comes at the cost of a marginally lower initial plate buckling load (-3%). Additionally, the combined experimental and numerical analysis reveals the detailed failure mechanism of both the pure CFRP and hybrid laminates, demonstrating similar behaviour but that the hybrid design endures significantly more widespread shear damage of the matrix. Highlights: The collapse behaviour of hybrid CFRP-GFRP laminate containing a circular hole, under in-plane shear loading is studied. The study includes a hybrid and a baseline pure CFRP design and employs both experimental and numerical analysis. The experimental results illustrate that a hybrid laminate show greater failure load (+9%). The test results illustrate that a hybrid laminate show greater failure to buckling load ratio (1.26 compared to 1.12). Experimental and numerical analyses show that hybrid design endures notably more widespread shear damage of the matrix.