3D numerical models for reinforced concrete components.
Application of Finite Element techniques of RC structures has been well established. However, this area still needs more research, because of the difficulty of modeling concrete in finite element analysis. Aim of this work is to develop a numerical approach based on the finite element formulation of...
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| Format: | Article |
| Language: | English |
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2011
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| Online Access: | http://psasir.upm.edu.my/id/eprint/23421/ http://iopscience.iop.org/1757-899X/17/1/012036 |
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| author | Jaafar, Mohd Saleh Muhammad Rashid, Raizal Saifulnaz Kohnehpooshi, Omid Abdulrazeg, Aeid Ali Noorzaei, Jamaloddin |
| author_facet | Jaafar, Mohd Saleh Muhammad Rashid, Raizal Saifulnaz Kohnehpooshi, Omid Abdulrazeg, Aeid Ali Noorzaei, Jamaloddin |
| author_sort | Jaafar, Mohd Saleh |
| building | UPM Library |
| collection | Institutional Repository |
| content_provider | Universiti Putra Malaysia |
| content_source | UPM Institutional Repository |
| continent | Asia |
| country | Malaysia |
| description | Application of Finite Element techniques of RC structures has been well established. However, this area still needs more research, because of the difficulty of modeling concrete in finite element analysis. Aim of this work is to develop a numerical approach based on the finite element formulation of three dimensional reinforced concrete beams. Concrete is modeled using twenty seven node brick lagrangian element. Bars and bond slip of the bar and concrete were modeled together by introducing the three dimensional truss-linkage elements. The validity of the model is established using comparison of the results with several well-known tests from the literature. |
| format | Article |
| id | my.upm.eprints-23421 |
| institution | Universiti Putra Malaysia |
| language | English |
| publishDate | 2011 |
| record_format | eprints |
| spelling | my.upm.eprints-234212014-09-09T03:02:56Z http://psasir.upm.edu.my/id/eprint/23421/ 3D numerical models for reinforced concrete components. Jaafar, Mohd Saleh Muhammad Rashid, Raizal Saifulnaz Kohnehpooshi, Omid Abdulrazeg, Aeid Ali Noorzaei, Jamaloddin Application of Finite Element techniques of RC structures has been well established. However, this area still needs more research, because of the difficulty of modeling concrete in finite element analysis. Aim of this work is to develop a numerical approach based on the finite element formulation of three dimensional reinforced concrete beams. Concrete is modeled using twenty seven node brick lagrangian element. Bars and bond slip of the bar and concrete were modeled together by introducing the three dimensional truss-linkage elements. The validity of the model is established using comparison of the results with several well-known tests from the literature. 2011 Article PeerReviewed Jaafar, Mohd Saleh and Muhammad Rashid, Raizal Saifulnaz and Kohnehpooshi, Omid and Abdulrazeg, Aeid Ali and Noorzaei, Jamaloddin (2011) 3D numerical models for reinforced concrete components. IOP Conference Series: Materials Science and Engineering, 17 (1). 012036. ISSN 1757-9881 http://iopscience.iop.org/1757-899X/17/1/012036 10.1088/1757-899X/17/1/012036 English |
| spellingShingle | Jaafar, Mohd Saleh Muhammad Rashid, Raizal Saifulnaz Kohnehpooshi, Omid Abdulrazeg, Aeid Ali Noorzaei, Jamaloddin 3D numerical models for reinforced concrete components. |
| title | 3D numerical models for reinforced concrete components. |
| title_full | 3D numerical models for reinforced concrete components. |
| title_fullStr | 3D numerical models for reinforced concrete components. |
| title_full_unstemmed | 3D numerical models for reinforced concrete components. |
| title_short | 3D numerical models for reinforced concrete components. |
| title_sort | 3d numerical models for reinforced concrete components. |
| url | http://psasir.upm.edu.my/id/eprint/23421/ http://iopscience.iop.org/1757-899X/17/1/012036 |
| url_provider | http://psasir.upm.edu.my/ |