| Issue |
E3S Web Conf.
Volume 464, 2023
The 2nd International Conference on Disaster Mitigation and Management (2nd ICDMM 2023)
|
|
|---|---|---|
| Article Number | 15007 | |
| Number of page(s) | 5 | |
| Section | Retrofit, Rehabilitation and Reconstruction | |
| DOI | https://doi.org/10.1051/e3sconf/202346415007 | |
| Published online | 18 December 2023 | |
Finite element model of reinforced concrete interior beamcolumn joints subjected to cyclic loading
Civil Engineering Departement, Universitas Andalas, Padang, Indonesia
* Corresponding author: rendythamrin@eng.unand.ac.id
This paper presents the finite elements of beam-column joints subjected to cyclic loads. This study aims to numerically obtain the beam-column joints' capacity without shear reinforcement in the joints. The variable used in the specimen is the beam's longitudinal reinforcement ratio. While the analytical study was carried out using ATENA 2D software, a computer program based on the non-linear finite element method. In this analytical study, the beam-column joints are loaded cyclically to obtain the envelope curve of the hysterical response. The results of this numerical analysis are then compared with the test results. The comparison results show that the model used in ATENA 2D can approach the test results well. In addition, the crack pattern obtained from the analysis shows a pattern close to the test results.
© The Authors, published by EDP Sciences, 2023
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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