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Flexural bond strength of masonry

Name: Flexural bond strength of masonry
Creator: Sise, Ali, 1957-
Keywords: Mortar, Bricks, TA 433 S56 1986, Strength of materials

descriptionPublicationkeyboard_double_arrow_right Master thesis , Thesis 01 Jan 1984Embargo end date: 21 Jul 2005 Canada English Publisher:University of Calgary

Authors: Sise, Ali, 1957-;

doi: 10.11575/prism/20452

handle: 1880/23163

Flexural bond strength of masonry

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Abstract

The objective of this thesis is to examine the factors that affect the flexural bond stress between masonry units and mortar. Quantitative expressions are developed relating flexural bond stress to unit, mortar and workmanship and environmental factors. Bond stress values specified in CSA, CAN S304-M78 - Masonry Design and Construction for Buildings - are examined and improvements suggested. Other Codes of Practice -- British, American and Australian -- are also examined and comparisons with previously published research on bond are also made. The units studied are clay bricks manufactured by IXL Industries and concrete bricks manufactured by All-Kind Masonries. Statistical techniques are used in the analysis of the results.

Bibliography: p. 140-145.

Country

Canada

Related Organizations

University of Calgary
Canada

Keywords

Mortar, Bricks, TA 433 S56 1986, Strength of materials

Impact byBIP!

	citations This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).	2
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	influence This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).	Top 10%
	impulse This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.	Average

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