Unbonded prestressed panel tendon stress at in-plane nominal flexural strength

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dc.contributor.author Wight, Gavin en
dc.contributor.author Russell, Alistair en
dc.contributor.author Ingham, Jason en
dc.coverage.spatial Christchurch, New Zealand en
dc.date.accessioned 2014-09-01T04:24:45Z en
dc.date.issued 2006 en
dc.identifier.citation The New Zealand Concrete Industry Conference '06, Christchurch, New Zealand, 29 Sep 2006 - 01 Oct 2006. Proceedings of the New Zealand Concrete Industry Conference '06. 1-9. 2006 en
dc.identifier.uri http://hdl.handle.net/2292/22831 en
dc.description.abstract Accurate estimation of stress in unbonded tendons at the nominal strength limit state is essential for calculating the in-plane strength of unbonded post-tensioned wall panels. The study presented here was originally conducted for concrete masonry, and is currently being extended to include verification for precast concrete. International masonry and concrete design codes and standards provide varying equations for calculating unbonded tendon stress at the nominal strength limit state but in no case have these equations been verified for in-plane loading of walls. A finite element model validated against large-scale structural testing of post-tensioned concrete masonry walls is used in this paper to demonstrate the accuracy of these existing equations. A revised equation is then shown to provide the most accurate predictions of tendon stress for walls loaded in-plane and is recommended for inclusion in the masonry design standards NZS 4230. Subject to the results of current testing, it is expected that the equation shall prove equally suitable for inclusion in NZS 3101 also. The paper concludes by summarising the complete procedure for predicting the inplane response of post-tensioned masonry walls. en
dc.description.uri http://www.concretesociety.org.nz/index.php/nzcs-publications/conference-technical-papers/140-nz-concrete-industry-conference-2006 en
dc.relation.ispartof The New Zealand Concrete Industry Conference '06 en
dc.relation.ispartofseries Proceedings of the New Zealand Concrete Industry Conference '06 en
dc.rights Items in ResearchSpace are protected by copyright, with all rights reserved, unless otherwise indicated. Previously published items are made available in accordance with the copyright policy of the publisher. en
dc.rights.uri https://researchspace.auckland.ac.nz/docs/uoa-docs/rights.htm en
dc.title Unbonded prestressed panel tendon stress at in-plane nominal flexural strength en
dc.type Conference Item en
pubs.begin-page 1 en
pubs.author-url http://www.concretesociety.org.nz/index.php/nzcs-publications/finish/18-nz-concrete-industry-conference-2006/528-session-7-paper-2 en
pubs.end-page 9 en
pubs.finish-date 2006-10-01 en
pubs.start-date 2006-09-29 en
dc.rights.accessrights http://purl.org/eprint/accessRights/RestrictedAccess en
pubs.subtype Proceedings en
pubs.elements-id 67868 en
pubs.org-id Engineering en
pubs.org-id Civil and Environmental Eng en
pubs.record-created-at-source-date 2010-09-01 en


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