Laboratory measurement of deformations of bidirectionally prestressed masonry

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F12%3A86083432" target="_blank" >RIV/61989100:27120/12:86083432 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Laboratory measurement of deformations of bidirectionally prestressed masonry
Original language description
This paper deals with laboratory measurements of deformations in the place exposed to local load caused by pre-stressing. The measurements are made at the masonry corner built in the laboratory equipment. The laboratory equipment was designed at Facultyof Civil Engineering VSB ? TU Ostrava for measurement tri-axial stress-strain conditions in masonry. In this masonry corner two pre-stressing bars are placed. These bars are in different height and are anchored to the anchor plates, which transfer pre-stressing forces to the masonry. The masonry was pre-stressed in the both directions. The specimen for laboratory testing is performed in the proportion to the reality of 1:1.
Czech name
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Czech description
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Type
J<sub>x</sub> - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)
CEP classification
JN - Civil engineering
OECD FORD branch
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Publication year
2012
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Name of the periodical
Transactions of the VŠB - Technical University of Ostrava
ISSN
1804-4824
e-ISSN
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Volume of the periodical
12
Issue of the periodical within the volume
2
Country of publishing house
PL - POLAND
Number of pages
6
Pages from-to
1-6
UT code for WoS article
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EID of the result in the Scopus database
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