dc.contributor.author |
Seifi, Pouya |
en |
dc.contributor.author |
Henry, Richard |
en |
dc.contributor.author |
Ingham, Jason |
en |
dc.coverage.spatial |
Wellington, New Zealand |
en |
dc.date.accessioned |
2017-07-19T00:02:09Z |
en |
dc.date.issued |
2017-04-27 |
en |
dc.identifier.citation |
2017 NZSEE Conference, Wellington, New Zealand, 27 Apr 2017 - 29 Apr 2017. 1-8. 27 Apr 2017 |
en |
dc.identifier.uri |
http://hdl.handle.net/2292/34303 |
en |
dc.description.abstract |
Grouted connections are widely used to connect precast concrete wall panels to their foundations. Various forms of grouted inserts are utilised in different countries to provide a splice between the wall panel and the connection reinforcement. A commonly used coupler insert in New Zealand is grouted sleeve inserts. This type of inserts has a threaded portion on top of the insert to connect the panel reinforcement and a tube-shaped part for positioning and anchoring connection reinforcement using cementitious grout. The two concerns associated with this type of connections are thread slip and reinforcement pull-out from the grout when the inserted reinforcement is subjected to cyclic loads. Thread slip affects the panel stiffness and reduces the connection integrity, and reinforcement pull-out is an undesirable failure mode. In order to evaluate the force-displacement behaviour of connections with grouted sleeve connectors, two full-scale experiments were conducted with one wall panel being reinforced with a single layer of vertical reinforcing and the other wall panel being doubly reinforced. The geometry and detailing of the wall panels was based on a previously conducted review of over 4000 constructed precast concrete wall panels. The specimens were subjected to reverse in-plane cycle loads until failure of either the connection or the wall panel. The results of the experiments are discussed in this article. |
en |
dc.description.uri |
http://db.nzsee.org.nz/2017/Orals.htm |
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dc.relation.ispartof |
2017 NZSEE Conference |
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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 |
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dc.title |
In-plane testing of precast concrete wall panels with grout sleeves |
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dc.type |
Conference Item |
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pubs.begin-page |
1 |
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pubs.author-url |
http://db.nzsee.org.nz/2017/O2A.2_Seifi.pdf |
en |
pubs.end-page |
8 |
en |
pubs.finish-date |
2017-04-29 |
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pubs.publication-status |
Published |
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pubs.start-date |
2017-04-27 |
en |
dc.rights.accessrights |
http://purl.org/eprint/accessRights/RestrictedAccess |
en |
pubs.subtype |
Conference Paper |
en |
pubs.elements-id |
624101 |
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pubs.org-id |
Engineering |
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pubs.org-id |
Civil and Environmental Eng |
en |
pubs.record-created-at-source-date |
2017-05-03 |
en |