Please use this identifier to cite or link to this item:
|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|
Show full item record
Files in This Item:
There are no files associated with this item.
checked on Jul 11, 2018
WEB OF SCIENCETM
checked on Jun 4, 2018
checked on Jun 29, 2018
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.