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Mechanical behaviour of laminated composite beam by the new multi-layered laminated composite structures model with transverse shear stress continuity
Affiliation:1. Department of Aerospace Engineering and Center of Excellence in Computational Aerospace Engineering, Amirkabir University of Technology, Tehran, Iran;2. Department of Mathematics, Faculty of Science, King Abdulaziz University, P.O. Box 80203, Jeddah 21589, Saudi Arabia;3. Department of Mathematics, Faculty of Science, Kafrelsheikh University, Kafr El-Sheikh 33516, Egypt;1. Laboratory of Numerical and Experimental Modeling of the Mechanical Phenomena, Mechanical Engineering Department, Faculty of Sciences and Technology, Ibn Badis University, Mostaganem, 27000, Algeria;2. Material and Hydrology Laboratory, Civil Engineering Department, Faculty of Technology, Djillali Liabes University, Sidi Bel Abbes, 22000, Algeria;3. Department of Civil and Environmental Engineering, King Fahd University of Petroleum & Minerals, 31261, Dhahran, Eastern Province, Saudi Arabia;1. Department of Mechanical and Construction Engineering, Northumbria University, Newcastle upon Tyne NE1 8ST, United Kingdom;2. Department of Computational Engineering, Vietnamese-German University, Binh Duong New City, Viet Nam;3. Laboratory Soete, Faculty of Engineering and Architecture, Ghent University, 9000 Ghent, Belgium;4. Institute of Research and Development, Duy Tan University, K7/25 Quang Trung, Danang, Viet Nam;5. Faculté des Sciences, de la Technologie et de la Communication, University of Luxembourg, Luxembourg;6. Department of Physical Therapy, Graduate Institute of Rehabilitation Science, China Medical University, Taichung 40402, Taiwan;7. Center for Interdisciplinary Research in Technology (CIRTech), Ho Chi Minh University of Technology (HUTECH), Ho Chi Minh City 700000, Viet Nam;1. Faculty of Engineering and Environment, Northumbria University, Newcastle upon Tyne NE1 8ST, UK;2. School of Civil and Environmental Engineering, The University of New South Wales, NSW 2052, Australia;3. Faculty of Civil Engineering and Applied Mechanics, University of Technical Education Ho Chi Minh City, 1 Vo Van Ngan Street, Thu Duc District, Ho Chi Minh City, Viet Nam;4. Department of Architectural Engineering, Sejong University, 98 Kunja Dong, Kwangjin Ku, Seoul 143-747, Republic of Korea;1. Division of Mathematics in Graduate School of Natural and Applied Sciences of Usak University, Usak, Turkey;2. Department of Civil, Chemical, Environmental, and Materials Engineering, University Bologna, Italy;3. Department of Civil Engineering of Engineering Faculty of Suleyman, Demirel University, Isparta, Turkey;4. Department of Civil Engineering of Faculty of Engineering and Architecture, Istanbul Gelisim University, Istanbul, Turkey
Abstract:This work presents a new multi-layer laminated composite structure model to predict the mechanical behaviour of multi-layered laminated composite structures. As a case study, the mechanical behaviour of laminated composite beam (90°/0°/0°/90°) is examined from both a static and dynamic point of view. The results are compared with the model “Sinus” and finite element method studied by Abou Harb. Results show that this new model is more precise than older ones as compared to the results by the finite element method (Abaqus). To introduce continuity on the interfaces of each layer, the kinematics defined by Ossadzow was used. The equilibrium equations and natural boundary conditions are derived by the principle of virtual power. To validate the new proposed model, different cases in bending, buckling and free vibration have been considered.
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