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عدد المساهمات : 18994 التقييم : 35488 تاريخ التسجيل : 01/07/2009 الدولة : مصر العمل : مدير منتدى هندسة الإنتاج والتصميم الميكانيكى
| موضوع: بحث بعنوان Effect of Boundary Conditions on Buckling Load for Laminated Composite Decks Plates الجمعة 05 مارس 2021, 2:17 am | |
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أخوانى فى الله أحضرت لكم بحث بعنوان Effect of Boundary Conditions on Buckling Load for Laminated Composite Decks Plates Osama Mohammed Elmardi Suleiman Mahmoud Yassin Osman Tagelsir Hassan Department of M. Eng.Nile Department of M. Eng. Department of M. Eng. Valley University, Atbara, Kassala University, Kassala, Omdurman Islamic University, Sudan Sudan Omdurman, Sudan
و المحتوى كما يلي :
ABSTRACT Finite element (FE) method is presented for the analysis of thin rectangular laminated composite decks plates under the biaxial action of in – plane compressive loading. The analysis uses the classical laminated plate theory (CLPT) which does not account for shear deformations. In this theory it is assumed that the laminate is in a state of plane stress, the individual lamina is linearly elastic, and there is perfect bonding between layers. The classical laminated plate theory (CLPT), which is an extension of the classical plate theory (CPT) assumes that normal to the mid – surface before deformation remains straight and normal to the mid – surface after deformation. Therefore, this theory is only adequate for buckling analysis of thin laminates. A Fortran program has been developed. New numerical results are generated for in – plane compressive biaxial buckling which serve to quantify the effect of boundary conditions on buckling loading. It is observed that, for all cases the buckling load increases with the mode number but at different rates depending on whether the plate is simply supported, clamped or clamped – simply supported. The buckling load is a minimum when the plate is simply supported and a maximum when the plate is clamped. Because of the rigidity of clamped boundary condition, the buckling load is higher than in simply supported boundary condition. It is also observed that as the mode number increases, the plate needs additional support. Keywords: Boundary conditions, biaxial buckling, classical laminated plate theory, finite element, Fortran program, composite laminated decks plates. CONCLUSIONS A Fortran program based on finite elements (FE) has been developed for buckling analysis of thin rectangular laminated decks plates using classical laminated plate theory (CLPT). The problem of buckling loads of generally layered composite plates has been studied. The problem is analyzed and solved using the energy approach, which is formulated by a finite element model. In this method, quadrilateral elements are applied utilizing a four noded model. Each element has three degrees of freedom at each node. The degrees of freedom are: lateral displacement ( ), and rotation ( ) and ( ) about the and axes respectively. The finite element model has been formulated to compute the buckling loads of laminated plates with rectangular cross – section and to study the effect of boundary conditions on the non – dimensional critical buckling loads of laminated composite plates. New results have been presented. It is observed that, for all cases the buckling load increases with the mode number but at different rates depending on whether the plate is simply supported, clamped or clamped – simply supported. The buckling load is a minimum when the plate is simply supported and a maximum when the plate is clamped. Because of the rigidity of clamped boundary condition, the buckling load is higher than in simply supported boundary condition. It is also observed that as the mode number increases, the plate needs additional support.
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