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| Content Provider | Springer Nature Link |
|---|---|
| Author | Zijl, Gideon P. A. G. Wittmann, Folker H. Oh, Byung H. Kabele, Petr Toledo Filho, Romildo D. Fairbairn, Eduardo M. R. Slowik, Volker Ogawa, Atsuhisa Hoshiro, Hideki Mechtcherine, Viktor Altmann, Frank Lepech, Michael D. |
| Copyright Year | 2012 |
| Abstract | Strain-hardening cement-based composites were named after their ability to resist increased tensile force after crack formation, over a significant tensile deformation range. The increased resistance is achieved through effective crack bridging by fibres, across multiple cracks of widths in the micro-range. Whether these small crack widths are maintained under sustained, cyclic or other load paths, and whether the crack width limitation translates into durability through retardation of moisture, gas and other deleterious matter ingress, are scrutinised in this paper by evaluation of test results from several laboratories internationally. This contribution is a short version of the State-of-the-Art report by RILEM TC 208-HFC, Subcommittee 2: Durability, developed during the committee life 2005–2009. |
| Starting Page | 1447 |
| Ending Page | 1463 |
| Page Count | 17 |
| File Format | |
| ISSN | 13595997 |
| Journal | Materials and Structures |
| Volume Number | 45 |
| Issue Number | 10 |
| e-ISSN | 18716873 |
| Language | English |
| Publisher | Springer Netherlands |
| Publisher Date | 2012-02-28 |
| Publisher Place | Dordrecht |
| Access Restriction | One Nation One Subscription (ONOS) |
| Subject Keyword | Durability Strain-hardening Fibre-reinforced Cracking Theoretical and Applied Mechanics Operating Procedures, Materials Treatment Materials Science Structural Mechanics Building Materials Civil Engineering |
| Content Type | Text |
| Resource Type | Article |
| Subject | Building and Construction Mechanics of Materials Materials Science Civil and Structural Engineering |
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