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Architecture, Civil Engineering, Environment
Silesian University of Technology
Subject: Architecture, Civil Engineering, Engineering, Environmental
ISSN: 1899-0142
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INFLUENCE OF LOAD DIRECTION ON BEHAVIOUR AND MECHANICAL PARAMETERS OF CLAY-BRICK MASONRY WALLS UNDER CYCLIC COMPRESSION
Keywords : Brick masonry, Cyclic loading, Uniaxial compression tests
Citation Information : Architecture, Civil Engineering, Environment. Volume 9, Issue 1, Pages 71-78, DOI: https://doi.org/10.21307/acee-2016-008
License : (BY-NC-ND 4.0)
Published Online: 09-August-2018
- ARTICLE
- FIGURES & TABLES
- REFERENCES
- EXTRA FILES
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ARTICLE
ABSTRACT
The results of laboratory tests of masonry wallettes subjected to cyclic compression normal and parallel to bed joints are presented in this paper. The influence of the direction of loading on the σ = σ (ε) relationship and basic mechanical parameters was analysed. The paper also describes the modes of failure of the tested elements.
FIGURES & TABLES
REFERENCES
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Abrams D., Noland J., Atkinson R.; Response of clay unit masonry to repeated compressive forces. Proc. 7th International Brick Masonry Conference, 1985, p.565-576
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EN 1052-1:1998 – Methods of test for masonry – Part 1: Determination of compressive strength