Abstract
This paper verifies the accuracy of a methodology recently proposed on reinforced concrete beam tested in flexure available from literature. This was implemented using the general purpose FEA software Abaqus. A very good agreement between numerical and experimental study was obtained. The compression failure, tension failure matched with experimental findings which shows the applicability of the methodology.
| Original language | English |
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| Journal | Journal of Applied Mathematics and Physics |
| Publication status | Published - 10 Nov 2020 |