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|Title:||Modelling of steel fiber-reinforced concrete under multi-axial loads|
|Authors:||Swaddiwudhipong, S. |
|Citation:||Swaddiwudhipong, S., Seow, P.E.C. (2006-07). Modelling of steel fiber-reinforced concrete under multi-axial loads. Cement and Concrete Research 36 (7) : 1354-1361. ScholarBank@NUS Repository. https://doi.org/10.1016/j.cemconres.2006.03.008|
|Abstract:||Fifty-four plain concrete and steel fiber-reinforced concrete (SFRC) plate specimens containing 0.5%, 1.0% and 1.5% of hooked fibers were tested under biaxial compression. The experimental results obtained were used to verify a failure surface developed earlier by the authors for SFRC under multi-axial loads. An equation has also been proposed in this study to predict the strain at failure for SFRC under multi-axial loads, εci. The proposed failure criterion and equation to predict εci were incorporated into a constitutive model in a well-established finite-element software, ABAQUS. Experiments of SFRC plate specimens under multi-axial loads and beams under two-point load were modeled to illustrate the application of the failure surface to SFRC under varying load conditions. Good agreement between analytical and experimental results is observed. © 2006 Elsevier Ltd. All rights reserved.|
|Source Title:||Cement and Concrete Research|
|Appears in Collections:||Staff Publications|
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