| contributor author | Jonny Nilimaa | |
| contributor author | Niklas Bagge | |
| contributor author | Thomas Blanksvärd | |
| contributor author | Björn Täljsten | |
| date accessioned | 2017-05-08T22:34:24Z | |
| date available | 2017-05-08T22:34:24Z | |
| date copyright | June 2016 | |
| date issued | 2016 | |
| identifier other | 50012400.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/82889 | |
| description abstract | Two carbon-fiber-reinforced polymer (CFRP) systems developed as possible means to strengthen existing concrete structures have been applied to a bridge at Kiruna (Sweden). The bridge was no longer in service and was thus used in extensive tests to failure. It was a posttensioned five-span bridge consisting of three longitudinal main girders topped with a concrete slab. The program reported here consisted of a series of three tests of the girders in the second span: loading each girder up to 2.0 MN before strengthening, loading each girder up to 2.0 MN after strengthening, and loading to failure after strengthening. One of the girders was strengthened by installing three | |
| publisher | American Society of Civil Engineers | |
| title | NSM CFRP Strengthening and Failure Loading of a Posttensioned Concrete Bridge | |
| type | Journal Paper | |
| journal volume | 20 | |
| journal issue | 3 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)CC.1943-5614.0000635 | |
| tree | Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 003 | |
| contenttype | Fulltext | |
