Behavior of Concrete Hollow‐Block Masonry Prisms under Axial Compression
Publication: Journal of Structural Engineering
Volume 118, Issue 7
Abstract
In the design of concrete hollow‐block masonry, different codes recommend different procedures for determination of the compressive strength of masonry. There is as yet no acceptance of a single standard test. Reviewing the present specifications and the various theoretical and experimental research in this area, the need for a detailed study of the important parameters influencing the compression behavior of concrete hollow‐block masonry prisms is brought out. A theoretical investigation has been undertaken using a three‐dimensional finite element analysis. The effects of different parameters (such as type of hollow‐block geometry, bonding arrangements, type of mortar bedding, and mortar material properties) on the behavior of masonry prisms under axial compression are discussed. Recommendations are made so as to evolve more rational specifications and a uniform test procedure.
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Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 118 • Issue 7 • July 1992
Pages: 1751 - 1769
Copyright
Copyright © 1992 ASCE.
History
Published online: Jul 1, 1992
Published in print: Jul 1992
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