PREDICTING THE FLEXURAL RESPONSE OF A REINFORCED CONCRETE BEAM USING THE FRACTURE-PLASTIC MODEL
This paper describes an attempt to predict the flexural response of a reinforced concrete (RC) beam using nonlinear finite element analysis. To facilitate direct comparison, the beam was tested experimentally under four-point bending with the load increased monotonically. The load-deflection respon...
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| Principais autores: | , |
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| 格式: | Artigo |
| 語言: | Inglês |
| 出版: |
Pusat Publikasi Ilmiah LPPM Institut Teknologi Sepuluh Nopember
2025-07-01
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| 叢編: | Journal of Civil Engineering |
| 主題: | |
| 在線閱讀: | https://journal.its.ac.id/index.php/jce/article/view/7440 |
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