Please use this identifier to cite or link to this item:
https://hdl.handle.net/2440/126494
Type: | Conference paper |
Title: | Moment-curvature based modelling of FRPstrengthened RC members anchored with FRP anchors |
Author: | Smith, S. Rasheed, H. Kim, S. |
Citation: | Abstracts of the 6th Asia-Pacific Conference on FRP in Structures (APFIS 2017), 2017, pp.1-5 |
Publisher: | IIFC |
Publisher Place: | online |
Issue Date: | 2017 |
Conference Name: | Asia-Pacific Conference on FRP in Structures (APFIS) (19 Jul 2017 - 21 Jul 2017 : Singapore) |
Statement of Responsibility: | Scott T. Smith, Hayder A. Rasheed and Seo Jin Kim |
Abstract: | Debonding of externally bonded fibre-reinforced polymer (FRP) composites in FRP-concrete bonded interfaces occurs in generally a brittle manner and at a level of strain well below the strain capacity of the FRP. The addition of anchorage devices can, however, enhance the strain capacity and deformability of the bonded interface. The proof of concept has been demonstrated in experimental studies over the years although there is much less development of modelling methods by comparison that address the full-range of response from initial loading to eventual interface and anchorage failure. This paper presents the details of a closed-form analytical model that enables the complete load-deflection response of FRP flexurally-strengthened RC members that contain anchorage devices to be generated. The method relies upon establishing predefined moment-curvature expressions corresponding to key stages of the member behaviour. |
Description: | Invited Presentation |
Rights: | Copyright status unknown |
Published version: | https://www.iifc.org/publications/proceedings-iifc-official-conferences/ |
Appears in Collections: | Aurora harvest 4 Civil and Environmental Engineering publications |
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