Linearized buckling analysis of isotropic and composite beam-columns by Carrera Unified Formulation and Dynamic Stiffness Method E. Carrera ab * , A. Pagani ac † , and J. R. Banerjee c ‡ a Department of Mechanical and Aerospace Engineering, Politecnico di Torino, Corso Duca degli Abruzzi 24, 10129 Torino, Italy. b School of Aerospace, Mechanical and Manufacturing Engineering, RMIT University, Bundoora VIC 3083, Australia. c School of Engineering and Mathematical Sciences, City University London, Northampton Square, London, EC1V 0HB, United Kingdom. Submitted to: Mechanics of Advanced Materials and Structures, Special Issue dedicated to Carrera Unified Formulation * Professor of Aerospace Structures and Aeroelasticity, e-mail: [email protected] † Author for correspondence. Ph.D. Student, e-mail: [email protected] ‡ Professor of Aeronautical Engineering, e-mail: [email protected] 1 brought to you by CORE View metadata, citation and similar papers at core.ac.uk provided by PORTO Publications Open Repository TOrino
Linearized buckling analysis of isotropic and composite beam-columns by Carrera Unified Formulation and Dynamic Stiffness Method
Jun 14, 2023
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