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Buckling load analysis of grid stiffened composite cylinders
Affiliation:1. Department of Mechanical Engineering, Louisiana State University, Baton Rouge, LA 70803, USA;2. Department of Mechanical Engineering, Southern University, Baton Rouge, LA 70813, USA;1. Faculty of Mechanical Engineering, Tarbiat Modares University, P.O. Box 14115-143, Tehran, Iran;2. Faculty of Mechanical Engineering, Shahrood University, Shahrood, Iran;3. Department of Engineering ‘‘Enzo Ferrari’’, University of Modena and Reggio Emilia, Via Vignolese 905, 41125 Modena, Italy;1. Department of Maritime Engineering, Amirkabir University of Technology (Tehran Polytechnic), Hafez Ave, Tehran 15916, Iran;2. Department of Mechanical Engineering, Amirkabir University of Technology (Tehran Polytechnic), Hafez Ave, Tehran 15914, Iran;1. State Key Laboratory of Structural Analysis for Industrial Equipment, Department of Engineering Mechanics, Dalian University of Technology, Dalian 116023, China;2. Beijing Institute of Astronautical Systems Engineering, Beijing 100076, China;1. Engineering Simulation and Aerospace Computing (ESAC), Northwestern Polytechnical University, Xian, Shaanxi 710072, China;2. Aerospace Structures and Computational Mechanics (ASCM), Delft University of Technology, 2629 HS Delft, The Netherlands
Abstract:Stiffened cylindrical shells are the major components of aerospace structures. In this study global buckling load for a generally cross and horizontal grid stiffened composite cylinder was determined. This was accomplished by developing an analytical model for determination of the equivalent stiffness parameters of a grid stiffened composite cylindrical shell. This was performed by taking out a unit cell and smearing the forces and moments due to the stiffeners onto the shell. Based on this analysis the extensional, coupling and bending matrices (A, B and D matrices, respectively) associated with the stiffeners were determined. This stiffness contribution of the stiffeners was superimposed with the stiffness contribution of the shell to obtain the equivalent stiffness parameters of the whole panel. Making use of the energy method the buckling load was solved for a particular stiffener configuration. Buckling test was also performed on a stiffened composite cylinder and compared with analytical results. Finally, using the analytical model developed, parametric analysis of some of the important design variables was performed and based on these results conclusions were drawn.
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