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Geometrically nonlinear large deformation analysis of triangular CNT-reinforced composite plates
Institution:1. College of Information Science and Technology, Shanghai Ocean University, Shanghai 201306, China;2. Department of Architecture and Civil Engineering, City University of Hong Kong, Kowloon, Hong Kong;3. City University of Hong Kong Shenzhen Research Institute Building, Shenzhen Hi-Tech Industrial Park, Nanshan District, Shenzhen, China;1. Department of Mechanical Engineering, Lahijan Branch, Islamic Azad University, P.O. Box 1616, Lahijan, Iran;2. Department of Mechanical Engineering, University of Guilan, P.O. Box 3756, Rasht, Iran;1. School of Civil, Environmental and Mining Engineering, The University of Adelaide, Adelaide, SA 5005, Australia;2. School of Civil Engineering, The University of Sydney, Sydney, NSW 2006, Australia;1. College of Information Science and Technology, Shanghai Ocean University, Shanghai 201306, China;2. Department of Architecture and Civil Engineering, City University of Hong Kong, Kowloon, Hong Kong;3. College of Marine Science, Shanghai Ocean University, Shanghai 201306, China;4. Shanghai Engineering Research Center of Hadal Science and Technology, Shanghai 201306, China;5. City University of Hong Kong Shenzhen Research Institute Building, Shenzhen Hi-Tech Industrial Park, Nanshan District, Shenzhen, China;1. College of Information Technology, Shanghai Ocean University, Shanghai 201306, PR China;2. Department of Civil and Architectural Engineering, City University of Hong Kong, Kowloon, Hong Kong Special Administrative Region;3. CAS Key Laboratory of Mechanical Behavior and Design of Materials, University of Science and Technology of China, Hefei 230000, PR China;4. City University of Hong Kong Shenzhen Research Institute Building, Shenzhen Hi-Tech Industrial Park, Nanshan District, Shenzhen, PR China;1. State Key Laboratory of Ocean Engineering, Collaborative Innovation Center for Advanced Ship and Deep-Sea Exploration, School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiao Tong University, Shanghai 200240, China;2. Department of Architecture and Civil Engineering, City University of Hong Kong, Kowloon, Hong Kong, China
Abstract:A first known investigation on the geometrically nonlinear large deformation behavior of triangular carbon nanotube (CNT) reinforced functionally graded composite plates under transversely distributed loads is investigated. The analysis is carried out using the element-free IMLS-Ritz method. In this study, the first-order shear deformation theory (FSDT) and von Kármán assumption are employed to account for transverse shear strains, rotary inertia and moderate rotations. A convergence study is conducted by varying the supporting size and number of nodes. The effects of transverse shear deformation, CNT distribution and CNT volume fraction on the nonlinear bending characteristics under different boundary conditions are examined.
Keywords:Geometrically nonlinear  Large deformation  Triangular plates  Element-free IMLS-Ritz method  CNT-reinforced composites
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