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Abstract
The results of 121 shear tests of brick masonry joints with and without compression normal to the bed Joints are reported. The influences of mortar type, physical properties of the brick, relative humidity and mortar interlocking were studied. The initial rate of absorption of the brick and the relative humidity were significant parameters. Existing hypotheses for failure under combined shear and compression loading were evaluated. As the level of precornpression increased shear strength increased in a nonlinear manner and the coefficients of friction decreased.
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Details
Title
The Shear Behaviour of Brickwork Bed Joints
Creators
Ahmed A Hamid - Drexel University
Robert C Drysdale - McMaster University
Publication Details
Proceedings of the British Ceramic Society, (30), pp 101-109
Publisher
British Ceramic Society
Number of pages
9
Resource Type
Journal article
Language
English
Academic Unit
Civil, Architectural, and Environmental Engineering
Other Identifier
991019184288004721
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