| dc.contributor.author | Shamsutdinova, Guzel | |
| dc.contributor.author | Hendriks, Max | |
| dc.contributor.author | Jacobsen, Stefan | |
| dc.date.accessioned | 2018-01-03T11:54:31Z | |
| dc.date.available | 2018-01-03T11:54:31Z | |
| dc.date.created | 2017-09-11T11:50:33Z | |
| dc.date.issued | 2017 | |
| dc.identifier.citation | Nordic Concrete Research. 2017, Proceedings of the XXIII Nordic Concrete Research Symposium, Part 1, 79-82. | nb_NO |
| dc.identifier.issn | 0800-6377 | |
| dc.identifier.uri | http://hdl.handle.net/11250/2474338 | |
| dc.description.abstract | Concrete-ice abrasion is a surface degradation mechanism due to ice-structure interaction especially relevant for concrete gravity-based structures in the Arctic offshore. Experiment is the main evaluation method for concrete durability against ice abrasion. The paper presents NTNUs lab facilities and a 4 km concrete-ice abrasion test between a sawn concrete surface with fc cube = 110 MPa and unidirectionally grown fresh water ice. Results demonstrate the load cells response, coefficient of friction and a 0.03 mm/km abrasion rate measured with laser scanner. Further research is discussed. | nb_NO |
| dc.language.iso | eng | nb_NO |
| dc.publisher | Norsk Betongforening | nb_NO |
| dc.title | Concrete-Ice Abrasion: Laboratory Studies using a Sawn Concrete Surface | nb_NO |
| dc.type | Journal article | nb_NO |
| dc.type | Peer reviewed | nb_NO |
| dc.description.version | acceptedVersion | nb_NO |
| dc.source.pagenumber | 79-82 | nb_NO |
| dc.source.volume | 57 | nb_NO |
| dc.source.journal | Nordic Concrete Research | nb_NO |
| dc.source.issue | 2/17 | nb_NO |
| dc.identifier.cristin | 1492624 | |
| dc.description.localcode | This is the accepted version of the article. | nb_NO |
| cristin.unitcode | 194,64,45,0 | |
| cristin.unitname | Institutt for konstruksjonsteknikk | |
| cristin.ispublished | true | |
| cristin.fulltext | postprint | |
| cristin.qualitycode | 1 | |
