Nonlinear buckling formulations and imperfection models for shear deformable plates by the boundary element method
This paper presents a nonlinear buckling analysis of shear deformable plates. Two models of imperfections are introduced: small uniform transverse loads and distributed transverse loads, according to the number of half-waves indicated by the eigenvectors from linear elastic buckling analysis. A simp...
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my.uniten.dspace-306482023-12-29T15:50:48Z Nonlinear buckling formulations and imperfection models for shear deformable plates by the boundary element method Purbolaksono J. Aliabadi M.H.F. 8621252500 57034025200 Boundary element method Imperfections Nonlinear buckling Shear deformable plates This paper presents a nonlinear buckling analysis of shear deformable plates. Two models of imperfections are introduced: small uniform transverse loads and distributed transverse loads, according to the number of half-waves indicated by the eigenvectors from linear elastic buckling analysis. A simple numerical algorithm is presented to analyze the problems. Numerical examples with different geometries, loading and boundary conditions are presented to demonstrate the accuracy of the formulation. Final 2023-12-29T07:50:48Z 2023-12-29T07:50:48Z 2009 Article 10.2140/jomms.2009.4.1729 2-s2.0-77955723051 https://www.scopus.com/inward/record.uri?eid=2-s2.0-77955723051&doi=10.2140%2fjomms.2009.4.1729&partnerID=40&md5=1c70d35a85223d34bd3cf279b3598454 https://irepository.uniten.edu.my/handle/123456789/30648 4 10 1729 1740 All Open Access; Bronze Open Access; Green Open Access Scopus |
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Boundary element method Imperfections Nonlinear buckling Shear deformable plates |
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Boundary element method Imperfections Nonlinear buckling Shear deformable plates Purbolaksono J. Aliabadi M.H.F. Nonlinear buckling formulations and imperfection models for shear deformable plates by the boundary element method |
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This paper presents a nonlinear buckling analysis of shear deformable plates. Two models of imperfections are introduced: small uniform transverse loads and distributed transverse loads, according to the number of half-waves indicated by the eigenvectors from linear elastic buckling analysis. A simple numerical algorithm is presented to analyze the problems. Numerical examples with different geometries, loading and boundary conditions are presented to demonstrate the accuracy of the formulation. |
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8621252500 |
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8621252500 Purbolaksono J. Aliabadi M.H.F. |
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Article |
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Purbolaksono J. Aliabadi M.H.F. |
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Purbolaksono J. |
title |
Nonlinear buckling formulations and imperfection models for shear deformable plates by the boundary element method |
title_short |
Nonlinear buckling formulations and imperfection models for shear deformable plates by the boundary element method |
title_full |
Nonlinear buckling formulations and imperfection models for shear deformable plates by the boundary element method |
title_fullStr |
Nonlinear buckling formulations and imperfection models for shear deformable plates by the boundary element method |
title_full_unstemmed |
Nonlinear buckling formulations and imperfection models for shear deformable plates by the boundary element method |
title_sort |
nonlinear buckling formulations and imperfection models for shear deformable plates by the boundary element method |
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2023 |
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1806424049513922560 |
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13.222552 |