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Modified interactive strut-and-tie model for shear strength prediction of RC corbels |
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| รหัสดีโอไอ | |
| Creator | 1. Panatchai Chetchotisak 2. Parin Rulak 3. Jaruek Teerawong |
| Title | Modified interactive strut-and-tie model for shear strength prediction of RC corbels |
| Publisher | Faculty of Engineering, Khon Kaen University |
| Publication Year | 2562 |
| Journal Title | Engineering and Applied Science Research |
| Journal Vol. | 46 |
| Journal No. | 1 |
| Page no. | 18-25 |
| Keyword | Corbels, Shear strength, Strut-and-Tie, Reinforced concrete |
| URL Website | https://www.tci-thaijo.org/index.php/easr/index |
| Website title | Engineering and Applied Science Research |
| ISSN | 2539-6161 |
| Abstract | On the basis of the modified Kupfer and Gerstle's biaxial failure criterion of concrete, a modified interactive strut-and-tie model (MISTM) to predict the nominal shear strength of RC corbels was derived and is proposed in this paper. The MISTM includes the interaction between the load-carrying capacity of a concrete strut and a tension tie, and the effects of horizontal force. The number of horizontal and vertical stirrups was considered. To validate and calibrate the MISTM, a dataset test results for 302 corbels was collected from the literature. Finally, the predictions obtained from the MISTM were also compared with those computed using the strut-and-tie models in accordance with the ACI 318 code and the state-of-the-art presented in the literature, and are found to be more accurate and reliable. |
