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The influence of the shear deformations on the local stress state of pultruded composite profiles
Institution:1. School of Materials and Mineral Resources Engineering, Universiti Sains Malaysia, Engineering Campus, 14300 Nibong Tebal, Penang, Malaysia;2. Cluster of Polymer Composites (CPC), Engineering & Technology Research Platform, Universiti Sains Malaysia, Engineering Campus, 14300 Nibong Tebal, Penang, Malaysia;1. CENTEC – Centre for Marine Technology and Ocean Engineering, Instituto Superior Técnico, Universidade de Lisboa, Portugal;2. CERIS – Civil Engineering Research and Innovation for Sustainability, Instituto Superior Técnico, Universidade de Lisboa, Portugal;3. IDMEC, Department of Mechanical Engineering, Instituto Superior Técnico (IST), Universidade de Lisboa, Portugal;1. Engineering Department, University of Ferrara, Via G. Saragat 1, 44122 Ferrara, Italy;2. Department of Civil Engineering, University of Salerno, Via Giovanni Paolo II 132, 84084 Fisciano, SA, Italy;1. CENTEC – Centre for Marine Technology and Ocean Engineering, Instituto Superior Técnico, Universidade de Lisboa, Portugal;2. CERIS – Civil Engineering Research and Innovation for Sustainability, Instituto Superior Técnico, Universidade de Lisboa, Portugal;3. IDMEC, Department of Mechanical Engineering, Instituto Superior Técnico, Universidade de Lisboa, Portugal
Abstract:Due to the relevance of shear deformability, the practical use of composite profiles still conflicts with the serviceability requirements related to the stiffness demand for civil applications. Moreover, when dealing with shear deformable beams, it is also well recognized that displacement-based 1-D models can lead to inaccurate stress predictions.Hence, a relatively simple beam model allowing to evaluate both strains and stresses accurately may represent a useful tool.The main motivation of the present paper is precisely to investigate these features by presenting relevant numerical results dealing with the mechanical response of pultruded composite profiles with thin-walled open cross-section made of both Glass (GFRP) and Carbon Fiber Reinforced Plastic (CFRP).Comparisons with solutions given via classical 1-D/2-D mechanical models are also provided, which highlight the accuracy of the proposed kinematics, especially with the aim of a reliable stress evaluation.
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