3D numerical simulation and structural behavior of reinforced concrete beams post-tensioned in the shear region
Aim of this work is to three dimensional finite element formulations of reinforced concrete beams to investigate the structural behavior of RC beams post-tensioned in the shear region. The concrete is modeled using twenty seven node lagrangian element. Bar and bond- slip between bar and concrete wer...
| Main Authors: | , , , |
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| Format: | Conference or Workshop Item |
| Language: | English |
| Published: |
2010
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| Subjects: | |
| Online Access: | http://psasir.upm.edu.my/id/eprint/12203/ http://psasir.upm.edu.my/id/eprint/12203/1/ID%2012203.pdf |
| _version_ | 1848841781070790656 |
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| author | Kohnehpooshi, Omid Jaafar, Mohd Saleh Noorzaei, Jamaloddin Muhammad Rashid, Raizal Saifulnaz |
| author_facet | Kohnehpooshi, Omid Jaafar, Mohd Saleh Noorzaei, Jamaloddin Muhammad Rashid, Raizal Saifulnaz |
| author_sort | Kohnehpooshi, Omid |
| building | UPM Institutional Repository |
| collection | Online Access |
| description | Aim of this work is to three dimensional finite element formulations of reinforced concrete beams to investigate the structural behavior of RC beams post-tensioned in the shear region. The concrete is modeled using twenty seven node lagrangian element. Bar and bond- slip between bar and concrete were modeled together by three dimensional truss-linkage elements. The steel plate which was implemented to transfer the post-tensioning force in shear region to the RC beam is modeled using 8 node isoparametric plate bending element with five DOF in each node. Several reinforced concrete beams have been modeled and analyzed for determining the variation of deflection, stresses, and slip between concrete and tendons. Study gives results on the effectiveness of post-tensioning in the shear region on structural behavior of reinforced concrete beams. |
| first_indexed | 2025-11-15T07:48:41Z |
| format | Conference or Workshop Item |
| id | upm-12203 |
| institution | Universiti Putra Malaysia |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-15T07:48:41Z |
| publishDate | 2010 |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | upm-122032015-01-16T06:24:39Z http://psasir.upm.edu.my/id/eprint/12203/ 3D numerical simulation and structural behavior of reinforced concrete beams post-tensioned in the shear region Kohnehpooshi, Omid Jaafar, Mohd Saleh Noorzaei, Jamaloddin Muhammad Rashid, Raizal Saifulnaz Aim of this work is to three dimensional finite element formulations of reinforced concrete beams to investigate the structural behavior of RC beams post-tensioned in the shear region. The concrete is modeled using twenty seven node lagrangian element. Bar and bond- slip between bar and concrete were modeled together by three dimensional truss-linkage elements. The steel plate which was implemented to transfer the post-tensioning force in shear region to the RC beam is modeled using 8 node isoparametric plate bending element with five DOF in each node. Several reinforced concrete beams have been modeled and analyzed for determining the variation of deflection, stresses, and slip between concrete and tendons. Study gives results on the effectiveness of post-tensioning in the shear region on structural behavior of reinforced concrete beams. 2010 Conference or Workshop Item NonPeerReviewed application/pdf en http://psasir.upm.edu.my/id/eprint/12203/1/ID%2012203.pdf Kohnehpooshi, Omid and Jaafar, Mohd Saleh and Noorzaei, Jamaloddin and Muhammad Rashid, Raizal Saifulnaz (2010) 3D numerical simulation and structural behavior of reinforced concrete beams post-tensioned in the shear region. In: 9th International Congress on Advances in Civil Engineering, 27-30 Sep. 2010, Karadeniz Technical University, Trabzon, Turkey. . (Unpublished) Finite element Finite element method Reinforced concrete |
| spellingShingle | Finite element Finite element method Reinforced concrete Kohnehpooshi, Omid Jaafar, Mohd Saleh Noorzaei, Jamaloddin Muhammad Rashid, Raizal Saifulnaz 3D numerical simulation and structural behavior of reinforced concrete beams post-tensioned in the shear region |
| title | 3D numerical simulation and structural behavior of reinforced concrete beams post-tensioned in the shear region |
| title_full | 3D numerical simulation and structural behavior of reinforced concrete beams post-tensioned in the shear region |
| title_fullStr | 3D numerical simulation and structural behavior of reinforced concrete beams post-tensioned in the shear region |
| title_full_unstemmed | 3D numerical simulation and structural behavior of reinforced concrete beams post-tensioned in the shear region |
| title_short | 3D numerical simulation and structural behavior of reinforced concrete beams post-tensioned in the shear region |
| title_sort | 3d numerical simulation and structural behavior of reinforced concrete beams post-tensioned in the shear region |
| topic | Finite element Finite element method Reinforced concrete |
| url | http://psasir.upm.edu.my/id/eprint/12203/ http://psasir.upm.edu.my/id/eprint/12203/1/ID%2012203.pdf |