Simplified bending analysis of doubly curved shells
A study was made to get quick but fairly accurate values of shell actions in order to determine the preliminary dimensions and reinforcements of shell structures using the finite element method. Some of the unknown degrees of freedom were assumed to be zero in appropriate cases so that the total num...
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Published in | Computers & structures Vol. 33; no. 3; pp. 781 - 784 |
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Main Authors | , |
Format | Journal Article |
Language | English |
Published |
Oxford
Elsevier Ltd
1989
Elsevier Science |
Subjects | |
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Abstract | A study was made to get quick but fairly accurate values of shell actions in order to determine the preliminary dimensions and reinforcements of shell structures using the finite element method. Some of the unknown degrees of freedom were assumed to be zero in appropriate cases so that the total number of equations was greatly reduced. This boundary condition is termed the modified boundary condition. Both the actual and modified boundary conditions were employed for this study. A study of the possible savings of CPU time and computer memory space was also made. Two different shell problems, one of the paraboloid of revolution and one of the hyperbolic paraboloid, having opposite Gaussian curvature, are taken for the above study. |
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AbstractList | A study was made to get quick but fairly accurate values of shell actions in order to determine the preliminary dimensions and reinforcements of shell structures using the finite element method. Some of the unknown degrees of freedom were assumed to be zero in appropriate cases so that the total number of equations was greatly reduced. This boundary condition is termed the modified boundary condition. Both the actual and modified boundary conditions were employed for this study. A study of the possible savings of CPU time and computer memory space was also made. Two different shell problems, one of the paraboloid of revolution and one of the hyperbolic paraboloid, having opposite Gaussian curvature, are taken for the above study. |
Author | Aditya, A.K. Bandyopadhyay, J.N. |
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Cites_doi | 10.1061/JMCEA3.0000894 10.1016/0045-7949(89)90053-9 10.1016/0045-7949(89)90205-8 |
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Copyright | 1989 1990 INIST-CNRS |
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Issue | 3 |
Keywords | Finite element method Hyperbolic paraboloid Shell Double curvature Bending Reinforcement Paraboloidal shell Boundary condition |
Language | English |
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References | Aditya, Bandyopadhyay (BIB2) 1989; 32 Ramaswamy (BIB3) 1968 Connor, Brebbia (BIB4) 1967; 93 Bandyopadhyay, Aditya (BIB1) 1989; 31 Connor (10.1016/0045-7949(89)90252-6_BIB4) 1967; 93 Aditya (10.1016/0045-7949(89)90252-6_BIB2) 1989; 32 Bandyopadhyay (10.1016/0045-7949(89)90252-6_BIB1) 1989; 31 Ramaswamy (10.1016/0045-7949(89)90252-6_BIB3) 1968 |
References_xml | – volume: 31 start-page: 717 year: 1989 end-page: 728 ident: BIB1 article-title: Bending analysis of doubly curved shell structures by finite element method publication-title: Comput. Struct. contributor: fullname: Aditya – volume: 93 start-page: 43 year: 1967 end-page: 65 ident: BIB4 article-title: Stiffness matrix for shallow rectangular shell element publication-title: J. Engng Mech. Div. ASCE contributor: fullname: Brebbia – volume: 32 start-page: 423 year: 1989 end-page: 432 ident: BIB2 article-title: Study of the shell characteristics of a paraboloid of revolution shell structure using finite element method publication-title: Comput. Struct. contributor: fullname: Bandyopadhyay – year: 1968 ident: BIB3 article-title: Design and Construction of Concrete Shell Roofs contributor: fullname: Ramaswamy – volume: 93 start-page: 43 issue: EM5 year: 1967 ident: 10.1016/0045-7949(89)90252-6_BIB4 article-title: Stiffness matrix for shallow rectangular shell element publication-title: J. Engng Mech. Div. ASCE doi: 10.1061/JMCEA3.0000894 contributor: fullname: Connor – volume: 32 start-page: 423 year: 1989 ident: 10.1016/0045-7949(89)90252-6_BIB2 article-title: Study of the shell characteristics of a paraboloid of revolution shell structure using finite element method publication-title: Comput. Struct. doi: 10.1016/0045-7949(89)90053-9 contributor: fullname: Aditya – volume: 31 start-page: 717 year: 1989 ident: 10.1016/0045-7949(89)90252-6_BIB1 article-title: Bending analysis of doubly curved shell structures by finite element method publication-title: Comput. Struct. doi: 10.1016/0045-7949(89)90205-8 contributor: fullname: Bandyopadhyay – year: 1968 ident: 10.1016/0045-7949(89)90252-6_BIB3 contributor: fullname: Ramaswamy |
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SubjectTerms | Exact sciences and technology Fundamental areas of phenomenology (including applications) Physics Solid mechanics Static elasticity (thermoelasticity...) Structural and continuum mechanics |
Title | Simplified bending analysis of doubly curved shells |
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