Research Article
Jan 1975
Strength and Related Properties of Brick Masonry
Publication: Journal of the Structural Division
Volume 101, Issue 1
Abstract
Sixteen important controllable variables in the strength of conventional brick masonry are related in 10 equations for strength in compression, flexure, and shear. Axial compressive strength of standard brick masonry prisms is a function of the compressive strengths of brick and mortar and quality of workmanship. The compressive strength of brick is a function of unit size and shape, raw material, manufacturing process and degree of burning. Compressive strength of mortar is a function of cement, lime, water and air content, curing condition and batch life. Flexural strength of brick masonry is a function of brick-mortar bond, joint thickness, and mortar cement content. Bond strength of brick to mortar is a function of mortar flow, air content, and exposure time, and brick suction and surface condition. Shear strength of brick masonry is a function of brick-mortar bond strength, compressive stress and coefficient of internal friction.
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Published In
Journal of the Structural Division
Volume 101 • Issue 1 • January 1975
Pages: 217 - 232
Copyright
© 1975 American Society of Civil Engineers.
History
Published in print: Jan 1975
Published online: Feb 1, 2021
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Authors
Affiliations
Clayford T. Grimm, M.ASCE
Assoc. Dir., Center tor Building research, Univ. of Texas at Austin, Austin, Tex.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.