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Bond Behavior at the Interface in Concrete Elements Strengthened with NSM Bars and Strips

 Bond Behavior at the Interface in Concrete Elements Strengthened with NSM Bars and Strips
Author(s): , , , ,
Presented at IABSE Symposium: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, Venice, Italy, 22-24 September 2010, published in , pp. 348-349
DOI: 10.2749/222137810796024835
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The paper presents the results of monotonic Single Shear Tests (SST) on concrete prisms externally reinforced with basalt, glass and carbon bars and strips according to the NSM technique. The exper...
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Bibliographic Details

Author(s):




Medium: conference paper
Language(s): English
Conference: IABSE Symposium: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, Venice, Italy, 22-24 September 2010
Published in:
Page(s): 348-349 Total no. of pages: 8
Page(s): 348-349
Total no. of pages: 8
Year: 2010
DOI: 10.2749/222137810796024835
Abstract:

The paper presents the results of monotonic Single Shear Tests (SST) on concrete prisms externally reinforced with basalt, glass and carbon bars and strips according to the NSM technique. The experimental tests are a part of wide Round Robin Test programme involving several worldwide research laboratories. The tests are aimed to define the ultimate load and characterize the bond behaviour of different NSM strengthening systems at varying several parameters (material, geometry, surface treatment).

Keywords:
debonding bars Bond test FRP NSM external reinforcement Strips