Please use this identifier to cite or link to this item:
https://hdl.handle.net/20.500.14279/14258| Title: | Modelling of SFRC using inverse finite element analysis | Authors: | Tlemat, H. Pilakoutas, Kypros Neocleous, Kyriacos |
Major Field of Science: | Engineering and Technology | Field Category: | Civil Engineering | Keywords: | Steel fibers;Fiber reinforced materials;Fiber-reinforced concrete | Issue Date: | 1-Mar-2006 | Source: | Materials and Structures/Materiaux et Constructions, 2006, vol. 39, iss. 286, pp. 221-233 | Volume: | 39 | Issue: | 286 | Start page: | 221 | End page: | 233 | Journal: | Materials and Structures | Abstract: | A method of inverse finite element analysis is used to determine the constitutive relationship of SFRC in tension, using primary experimental data. Based on beam bending test results and results from pull-out tests, an attempt is made to explain the physical processes taking place during the cracking stage. Basic models predicting the behaviour of SFRC in tension are proposed. © RILEM 2006. | ISSN: | 13595997 | DOI: | 10.1617/s11527-005-9010-y | Type: | Article | Affiliation : | BuroHappold Engineering University of Sheffield |
Publication Type: | Peer Reviewed |
| Appears in Collections: | Άρθρα/Articles |
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