Research Article
Jul 1979
Shear Strength of Concrete Masonry Joints
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 105, Issue 7
Abstract
The experimental results of 46 shear tests of ungrouted and grouted concrete block masonry are reported. The shear specimens were tested under shear along the bed joints. The influence of mortar type, grout strength, bed-joint reinforcement, and the level of compressive stress normal to the bed joints were studied. The results indicate that the mortar joint's strength characteristics do not have a major effect on the resistance of masonry joints to shear-slip failure. The grout strength and the normal compressive stress are the most significant parameters influencing the joint capacity. The relative contribution of grouting towards increasing the joint shear strength decreases as the level of precompression increases. A strong correlation between the shear strength and the normal compressive stress is shown to exist for both ungrouted and grouted masonry under low levels of precompression.
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Published In
Journal of the Structural Division
Volume 105 • Issue 7 • July 1979
Pages: 1227 - 1240
Copyright
© 1979 American Society of Civil Engineers.
History
Published in print: Jul 1979
Published online: Feb 1, 2021
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Ahmad A. Hamid
Post-Doctoral Fellow, Dept. of Civ. Engrg. and Engrg. Mechanics, McMaster Univ., Hamilton, Ontario, Canada
Arthur C. Heidebrecht, M.ASCE
Prof. Dept. of Civ. Engrg. and Engrg. Mechanics, McMaster Univ., Hamilton, Ontario, Canada
Robert G. Drysdale
Assoc. Prof. Dept. of Civ. Engrg. and Engrg. Mechanics, McMaster Univ., Hamilton, Ontario, Canada
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