Please use this identifier to cite or link to this item:
https://hdl.handle.net/2440/111912
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Type: | Journal article |
Title: | Modelling FRP-to-substrate joints using the bilinear bond-slip rule with allowance for friction - Full-range analytical solutions for long and short bonded lengths |
Author: | Vaculik, J. Sturm, A. Visintin, P. Griffith, M. |
Citation: | International Journal of Solids and Structures, 2018; 135:245-260 |
Publisher: | Elsevier |
Issue Date: | 2018 |
ISSN: | 0020-7683 1879-2146 |
Statement of Responsibility: | Jaroslav Vaculik, Alexander B. Sturm, Phillip Visintin, Michael C. Griffith |
Abstract: | Abstract not available |
Keywords: | FRP retrofit; debonding;concrete; masonry; rock bolt; load-slip;bond-slip; fracture;analytical solution |
Rights: | ©2017 Elsevier Ltd. All rights reserved. |
DOI: | 10.1016/j.ijsolstr.2017.11.024 |
Grant ID: | http://purl.org/au-research/grants/arc/DP140102695 |
Published version: | http://dx.doi.org/10.1016/j.ijsolstr.2017.11.024 |
Appears in Collections: | Aurora harvest 8 Civil and Environmental Engineering publications |
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