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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