Concrete-Ice Abrasion: Laboratory Studies using a Sawn Concrete Surface
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 a...
Main Authors: | , , |
---|---|
Format: | Article in Journal/Newspaper |
Language: | English |
Published: |
Norsk Betongforening
2017
|
Subjects: | |
Online Access: | http://hdl.handle.net/11250/2474338 |
id |
ftntnutrondheimi:oai:ntnuopen.ntnu.no:11250/2474338 |
---|---|
record_format |
openpolar |
spelling |
ftntnutrondheimi:oai:ntnuopen.ntnu.no:11250/2474338 2023-05-15T14:58:56+02:00 Concrete-Ice Abrasion: Laboratory Studies using a Sawn Concrete Surface Shamsutdinova, Guzel Hendriks, Max Jacobsen, Stefan 2017 http://hdl.handle.net/11250/2474338 eng eng Norsk Betongforening Nordic Concrete Research. 2017, Proceedings of the XXIII Nordic Concrete Research Symposium, Part 1, 79-82. urn:issn:0800-6377 http://hdl.handle.net/11250/2474338 cristin:1492624 79-82 57 Nordic Concrete Research 2/17 Conference object Journal article Peer reviewed 2017 ftntnutrondheimi 2019-09-17T06:52:42Z 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. acceptedVersion This is the accepted version of the article. Article in Journal/Newspaper Arctic NTNU Open Archive (Norwegian University of Science and Technology) Arctic |
institution |
Open Polar |
collection |
NTNU Open Archive (Norwegian University of Science and Technology) |
op_collection_id |
ftntnutrondheimi |
language |
English |
description |
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. acceptedVersion This is the accepted version of the article. |
format |
Article in Journal/Newspaper |
author |
Shamsutdinova, Guzel Hendriks, Max Jacobsen, Stefan |
spellingShingle |
Shamsutdinova, Guzel Hendriks, Max Jacobsen, Stefan Concrete-Ice Abrasion: Laboratory Studies using a Sawn Concrete Surface |
author_facet |
Shamsutdinova, Guzel Hendriks, Max Jacobsen, Stefan |
author_sort |
Shamsutdinova, Guzel |
title |
Concrete-Ice Abrasion: Laboratory Studies using a Sawn Concrete Surface |
title_short |
Concrete-Ice Abrasion: Laboratory Studies using a Sawn Concrete Surface |
title_full |
Concrete-Ice Abrasion: Laboratory Studies using a Sawn Concrete Surface |
title_fullStr |
Concrete-Ice Abrasion: Laboratory Studies using a Sawn Concrete Surface |
title_full_unstemmed |
Concrete-Ice Abrasion: Laboratory Studies using a Sawn Concrete Surface |
title_sort |
concrete-ice abrasion: laboratory studies using a sawn concrete surface |
publisher |
Norsk Betongforening |
publishDate |
2017 |
url |
http://hdl.handle.net/11250/2474338 |
geographic |
Arctic |
geographic_facet |
Arctic |
genre |
Arctic |
genre_facet |
Arctic |
op_source |
79-82 57 Nordic Concrete Research 2/17 |
op_relation |
Nordic Concrete Research. 2017, Proceedings of the XXIII Nordic Concrete Research Symposium, Part 1, 79-82. urn:issn:0800-6377 http://hdl.handle.net/11250/2474338 cristin:1492624 |
_version_ |
1766331046804062208 |