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Please use this identifier to cite or link to this item: https://hdl.handle.net/2440/111912
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dc.contributor.authorVaculik, J.-
dc.contributor.authorSturm, A.-
dc.contributor.authorVisintin, P.-
dc.contributor.authorGriffith, M.-
dc.date.issued2018-
dc.identifier.citationInternational Journal of Solids and Structures, 2018; 135:245-260-
dc.identifier.issn0020-7683-
dc.identifier.issn1879-2146-
dc.identifier.urihttp://hdl.handle.net/2440/111912-
dc.description.abstractAbstract not available-
dc.description.statementofresponsibilityJaroslav Vaculik, Alexander B. Sturm, Phillip Visintin, Michael C. Griffith-
dc.language.isoen-
dc.publisherElsevier-
dc.rights©2017 Elsevier Ltd. All rights reserved.-
dc.source.urihttp://dx.doi.org/10.1016/j.ijsolstr.2017.11.024-
dc.subjectFRP retrofit; debonding;concrete; masonry; rock bolt; load-slip;bond-slip; fracture;analytical solution-
dc.titleModelling FRP-to-substrate joints using the bilinear bond-slip rule with allowance for friction - Full-range analytical solutions for long and short bonded lengths-
dc.typeJournal article-
dc.identifier.doi10.1016/j.ijsolstr.2017.11.024-
dc.relation.granthttp://purl.org/au-research/grants/arc/DP140102695-
pubs.publication-statusPublished-
dc.identifier.orcidVaculik, J. [0000-0003-2118-4657]-
dc.identifier.orcidSturm, A. [0000-0001-5881-5112]-
dc.identifier.orcidVisintin, P. [0000-0002-4544-2043]-
dc.identifier.orcidGriffith, M. [0000-0001-9010-3764]-
Appears in Collections:Aurora harvest 8
Civil and Environmental Engineering publications

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