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Behaviors of Concrete Beam to Column Connections under Static Load Using Finite Element Method |
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| รหัสดีโอไอ | |
| Creator | Atthaphon Atichat |
| Title | Behaviors of Concrete Beam to Column Connections under Static Load Using Finite Element Method |
| Contributor | Sayan Sirimontree, Boonsap Witchayangkoon |
| Publisher | TUENGR Group |
| Publication Year | 2560 |
| Journal Title | International Transaction Journal of Engineering, Management, & Applied Sciences & Technologies |
| Journal Vol. | 8 |
| Journal No. | 2 |
| Page no. | 57-67 |
| Keyword | ABAQUS, Beam-Column Joint, Reinforce concrete, Structural stiffness, Structural ductility . |
| URL Website | http://tuengr.com |
| Website title | International Transaction Journal of Engineering, Management, & Applied Sciences & Technologies |
| ISSN | 2228-9860 |
| Abstract | Analysis behavior of beam-column joints in the building construction prefabrication can be test in laboratory. But testing process still takes time and high cost. So there are other ways to analyzed one of them is Finite element method. This paper will study behavior of beam-column joints by Finite element method. Modeling using ABAQUS software packages. Simulate will compare with experimental studies. Result were analyzed by finite element found that Load-Displacement relationship are close to experiment. But nonlinear points are slightly different. Maximum load of beam-column joints is not different that compares with experiment. This work may be useful reference for analyzing reinforce concrete or other composites by finite element method. |
