A 6DOF super element for nonlinear analysis of composite frames with partial interaction and semi-rigid connections
This paper presents a displacement-based finite element formulation for nonlinear analysis of steel - concrete composite planar frames subjected to combined action of gravity and lateral loads. A 6DOF super element is proposed for modeling composite beam, allowing for partial interaction between th...
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| Format: | Article |
| Language: | English |
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Publishing House for Science and Technology
2011-03-01
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| Series: | Vietnam Journal of Mechanics |
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| Online Access: | https://vjs.ac.vn/index.php/vjmech/article/view/35 |
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| _version_ | 1850204558906621952 |
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| author | Le Luong Bao Nghi Bui Cong Thanh |
| author_facet | Le Luong Bao Nghi Bui Cong Thanh |
| author_sort | Le Luong Bao Nghi |
| collection | DOAJ |
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This paper presents a displacement-based finite element formulation for nonlinear analysis of steel - concrete composite planar frames subjected to combined action of gravity and lateral loads. A 6DOF super element is proposed for modeling composite beam, allowing for partial interaction between the steel beam and the concrete slab, semi-rigid nature of beam to column composite connection and material nonlinearity. The load control method and the displacement control method are utilized for tracing the structural equilibrium paths, and the direct method is utilized for solving the nonlinear problem. Numerical examples, concerning a two-span continuous composite beam, a portal composite frame and a six-storey composite frame, are performed. The results are compared with experience data or theoretical results from other studies and are discussed for influences of the factors mentioned above on behaviour of composite beams and composite frames.
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| format | Article |
| id | doaj-art-e8f2b4aeec494b01ac72deb2bbeeeefc |
| institution | OA Journals |
| issn | 0866-7136 2815-5882 |
| language | English |
| publishDate | 2011-03-01 |
| publisher | Publishing House for Science and Technology |
| record_format | Article |
| series | Vietnam Journal of Mechanics |
| spelling | doaj-art-e8f2b4aeec494b01ac72deb2bbeeeefc2025-08-20T02:11:15ZengPublishing House for Science and TechnologyVietnam Journal of Mechanics0866-71362815-58822011-03-0133110.15625/0866-7136/33/1/35A 6DOF super element for nonlinear analysis of composite frames with partial interaction and semi-rigid connectionsLe Luong Bao Nghi0Bui Cong Thanh1University of Technology, VNU-HCMCUniversity of Technology, VNU-HCMC This paper presents a displacement-based finite element formulation for nonlinear analysis of steel - concrete composite planar frames subjected to combined action of gravity and lateral loads. A 6DOF super element is proposed for modeling composite beam, allowing for partial interaction between the steel beam and the concrete slab, semi-rigid nature of beam to column composite connection and material nonlinearity. The load control method and the displacement control method are utilized for tracing the structural equilibrium paths, and the direct method is utilized for solving the nonlinear problem. Numerical examples, concerning a two-span continuous composite beam, a portal composite frame and a six-storey composite frame, are performed. The results are compared with experience data or theoretical results from other studies and are discussed for influences of the factors mentioned above on behaviour of composite beams and composite frames. https://vjs.ac.vn/index.php/vjmech/article/view/35super finite elementcomposite constructionspartial interactionsemi-rigid composite connectionsnonlinear analysis |
| spellingShingle | Le Luong Bao Nghi Bui Cong Thanh A 6DOF super element for nonlinear analysis of composite frames with partial interaction and semi-rigid connections Vietnam Journal of Mechanics super finite element composite constructions partial interaction semi-rigid composite connections nonlinear analysis |
| title | A 6DOF super element for nonlinear analysis of composite frames with partial interaction and semi-rigid connections |
| title_full | A 6DOF super element for nonlinear analysis of composite frames with partial interaction and semi-rigid connections |
| title_fullStr | A 6DOF super element for nonlinear analysis of composite frames with partial interaction and semi-rigid connections |
| title_full_unstemmed | A 6DOF super element for nonlinear analysis of composite frames with partial interaction and semi-rigid connections |
| title_short | A 6DOF super element for nonlinear analysis of composite frames with partial interaction and semi-rigid connections |
| title_sort | 6dof super element for nonlinear analysis of composite frames with partial interaction and semi rigid connections |
| topic | super finite element composite constructions partial interaction semi-rigid composite connections nonlinear analysis |
| url | https://vjs.ac.vn/index.php/vjmech/article/view/35 |
| work_keys_str_mv | AT leluongbaonghi a6dofsuperelementfornonlinearanalysisofcompositeframeswithpartialinteractionandsemirigidconnections AT buicongthanh a6dofsuperelementfornonlinearanalysisofcompositeframeswithpartialinteractionandsemirigidconnections AT leluongbaonghi 6dofsuperelementfornonlinearanalysisofcompositeframeswithpartialinteractionandsemirigidconnections AT buicongthanh 6dofsuperelementfornonlinearanalysisofcompositeframeswithpartialinteractionandsemirigidconnections |