dc.contributor.author |
Dizhur, Dmytro |
en |
dc.contributor.author |
Ingham, Jason |
en |
dc.date.accessioned |
2014-01-21T00:01:22Z |
en |
dc.date.issued |
2013-06 |
en |
dc.identifier.citation |
Construction and Building Materials 43:418-427 Jun 2013 |
en |
dc.identifier.issn |
0950-0618 |
en |
dc.identifier.uri |
http://hdl.handle.net/2292/21445 |
en |
dc.description.abstract |
An experimental program was implemented where wall panels were obtained from two existing vintage unreinforced clay brick masonry (URM) buildings and subjected to a diagonal compression loading condition in order to induce a diagonal tension failure mode. The principal aims of the experimental program were to establish the diagonal tension strength of the vintage clay brick URM walls present in the two buildings and to establish a benchmark mortar mix suitable for use when manufacturing replica clay brick test assemblages that adequately represent the strength characteristics present in vintage URM buildings. It was concluded that the use of recycled clay bricks acquired from vintage URM buildings and a mortar mix of 1:2:9 (cement:lime:sand) appropriately replicates the material strength characteristics that are present in existing vintage clay brick URM buildings located in New Zealand. |
en |
dc.language |
English |
en |
dc.publisher |
ELSEVIER SCI LTD |
en |
dc.relation.ispartofseries |
Construction and Building Materials |
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. Details obtained from http://www.sherpa.ac.uk/romeo/issn/0950-0618/ |
en |
dc.rights.uri |
https://researchspace.auckland.ac.nz/docs/uoa-docs/rights.htm |
en |
dc.subject |
Science & Technology |
en |
dc.subject |
Technology |
en |
dc.subject |
Construction & Building Technology |
en |
dc.subject |
Engineering, Civil |
en |
dc.subject |
Materials Science, Multidisciplinary |
en |
dc.subject |
Engineering |
en |
dc.subject |
Materials Science |
en |
dc.subject |
Unreinforced masonry |
en |
dc.subject |
In-plane |
en |
dc.subject |
Shear |
en |
dc.subject |
Diagonal testing |
en |
dc.subject |
In situ testing |
en |
dc.subject |
TWISTED STEEL BARS |
en |
dc.subject |
SHEAR BEHAVIOR |
en |
dc.title |
Diagonal tension strength of vintage unreinforced clay brick masonry wall panels |
en |
dc.type |
Journal Article |
en |
dc.identifier.doi |
10.1016/j.conbuildmat.2013.02.015 |
en |
pubs.begin-page |
418 |
en |
pubs.volume |
43 |
en |
dc.description.version |
AM - Accepted Manuscript |
en |
pubs.end-page |
427 |
en |
pubs.publication-status |
Published |
en |
dc.rights.accessrights |
http://purl.org/eprint/accessRights/OpenAccess |
en |
pubs.subtype |
Article |
en |
pubs.elements-id |
379511 |
en |
pubs.org-id |
Engineering |
en |
pubs.org-id |
Civil and Environmental Eng |
en |
pubs.record-created-at-source-date |
2014-01-21 |
en |