Loading…
Masonry Bond Strength and the Effects of Supplementary Cementitious Materials
The paper presents the results of two investigations into flexural tensile bond strength of masonry using a wide range of materials. The materials include clay, concrete and calcium silicate bricks; general purpose, slag blend, fly ash blend and masonry cements; and mortar mixes covering the commonl...
Saved in:
Published in: | Australian journal of structural engineering 2008-01, Vol.8 (2), p.101-115 |
---|---|
Main Authors: | , , |
Format: | Article |
Language: | English |
Subjects: | |
Citations: | Items that cite this one |
Online Access: | Get full text |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
cited_by | cdi_FETCH-LOGICAL-c461t-cb0902d606f30b264baddd78f2408c3f632904ff85bb31d0ae2fc4fb5423227a3 |
---|---|
cites | |
container_end_page | 115 |
container_issue | 2 |
container_start_page | 101 |
container_title | Australian journal of structural engineering |
container_volume | 8 |
creator | Lawrence, S.J. Sugo, H.O. Page, A.W. |
description | The paper presents the results of two investigations into flexural tensile bond strength of masonry using a wide range of materials. The materials include clay, concrete and calcium silicate bricks; general purpose, slag blend, fly ash blend and masonry cements; and mortar mixes covering the commonly used range, with and without water thickener admixture. Tests were carried out at ages from 7 to 730 days (2 years). The bond wrench technique was used to test the individual joints of five-course stack-bonded masonry prisms. Ten replicates of each set of conditions were tested, giving a total of 3120 measurements in the first study and 1200 measurements in the second study. Significant results and interactions are discussed and illustrated. The implications for masonry design and AS 3700 are outlined. |
doi_str_mv | 10.1080/13287982.2008.11464991 |
format | article |
fullrecord | <record><control><sourceid>gale_cross</sourceid><recordid>TN_cdi_gale_infotracacademiconefile_A245117071</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><galeid>A245117071</galeid><informt_id>10.3316/informit.126064404556012</informt_id><sourcerecordid>A245117071</sourcerecordid><originalsourceid>FETCH-LOGICAL-c461t-cb0902d606f30b264baddd78f2408c3f632904ff85bb31d0ae2fc4fb5423227a3</originalsourceid><addsrcrecordid>eNqFkFtr3DAQhUVpodu0f6EY-uztaCTL9uN2SS-QpQ9poW9C1mVXwbYWSaHk31deN4RCoOhhNJrvHEaHkPcUthQ6-EgZdm3f4RYBui2lXPC-py_IBhF4jSjoS7JZoHqhXpM3Kd0B8A6BbcjhoFKY40P1Kcymus3Rzsd8qlRp8slW185ZnVMVXHV7fz6PdrJzVgXfX24--3CfqoPKNno1prfklSvFvvtbr8jPz9c_9l_rm-9fvu13N7XmguZaD9ADGgHCMRhQ8EEZY9rOIYdOMycY9sCd65phYNSAsug0d0PDkSG2il2RD6vvUY1W-tmFHJWefNJyh7yhtIWWFmr7DFWOsZPXYbbOl_d_BGIV6BhSitbJc_RT-a6kIJes5WPWcslaPmZdhL9WYZx8ljqMY0nNhzndqZxksirq02WByzzEozTBSzWkxZgxKp6GFEssnANvGgEUi_VutV4J9TvE0cisHsYQXVSz9kmy_6z3B3hppB4</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype></control><display><type>article</type><title>Masonry Bond Strength and the Effects of Supplementary Cementitious Materials</title><source>Taylor and Francis Science and Technology Collection</source><creator>Lawrence, S.J. ; Sugo, H.O. ; Page, A.W.</creator><creatorcontrib>Lawrence, S.J. ; Sugo, H.O. ; Page, A.W.</creatorcontrib><description>The paper presents the results of two investigations into flexural tensile bond strength of masonry using a wide range of materials. The materials include clay, concrete and calcium silicate bricks; general purpose, slag blend, fly ash blend and masonry cements; and mortar mixes covering the commonly used range, with and without water thickener admixture. Tests were carried out at ages from 7 to 730 days (2 years). The bond wrench technique was used to test the individual joints of five-course stack-bonded masonry prisms. Ten replicates of each set of conditions were tested, giving a total of 3120 measurements in the first study and 1200 measurements in the second study. Significant results and interactions are discussed and illustrated. The implications for masonry design and AS 3700 are outlined.</description><identifier>ISSN: 1328-7982</identifier><identifier>EISSN: 2204-2261</identifier><identifier>DOI: 10.1080/13287982.2008.11464991</identifier><language>eng</language><publisher>Routledge</publisher><subject>age ; blended cements ; bond strength ; Cement ; Concrete ; curing conditions ; Masonry ; masonry cement ; Masonry Structures Standard (AS 3700) ; Mortar ; mortars ; properties ; Testing</subject><ispartof>Australian journal of structural engineering, 2008-01, Vol.8 (2), p.101-115</ispartof><rights>Institution of Engineers, Australia 2008</rights><rights>COPYRIGHT 2008 Taylor & Francis Group LLC</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c461t-cb0902d606f30b264baddd78f2408c3f632904ff85bb31d0ae2fc4fb5423227a3</citedby></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27924,27925</link.rule.ids></links><search><creatorcontrib>Lawrence, S.J.</creatorcontrib><creatorcontrib>Sugo, H.O.</creatorcontrib><creatorcontrib>Page, A.W.</creatorcontrib><title>Masonry Bond Strength and the Effects of Supplementary Cementitious Materials</title><title>Australian journal of structural engineering</title><description>The paper presents the results of two investigations into flexural tensile bond strength of masonry using a wide range of materials. The materials include clay, concrete and calcium silicate bricks; general purpose, slag blend, fly ash blend and masonry cements; and mortar mixes covering the commonly used range, with and without water thickener admixture. Tests were carried out at ages from 7 to 730 days (2 years). The bond wrench technique was used to test the individual joints of five-course stack-bonded masonry prisms. Ten replicates of each set of conditions were tested, giving a total of 3120 measurements in the first study and 1200 measurements in the second study. Significant results and interactions are discussed and illustrated. The implications for masonry design and AS 3700 are outlined.</description><subject>age</subject><subject>blended cements</subject><subject>bond strength</subject><subject>Cement</subject><subject>Concrete</subject><subject>curing conditions</subject><subject>Masonry</subject><subject>masonry cement</subject><subject>Masonry Structures Standard (AS 3700)</subject><subject>Mortar</subject><subject>mortars</subject><subject>properties</subject><subject>Testing</subject><issn>1328-7982</issn><issn>2204-2261</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2008</creationdate><recordtype>article</recordtype><recordid>eNqFkFtr3DAQhUVpodu0f6EY-uztaCTL9uN2SS-QpQ9poW9C1mVXwbYWSaHk31deN4RCoOhhNJrvHEaHkPcUthQ6-EgZdm3f4RYBui2lXPC-py_IBhF4jSjoS7JZoHqhXpM3Kd0B8A6BbcjhoFKY40P1Kcymus3Rzsd8qlRp8slW185ZnVMVXHV7fz6PdrJzVgXfX24--3CfqoPKNno1prfklSvFvvtbr8jPz9c_9l_rm-9fvu13N7XmguZaD9ADGgHCMRhQ8EEZY9rOIYdOMycY9sCd65phYNSAsug0d0PDkSG2il2RD6vvUY1W-tmFHJWefNJyh7yhtIWWFmr7DFWOsZPXYbbOl_d_BGIV6BhSitbJc_RT-a6kIJes5WPWcslaPmZdhL9WYZx8ljqMY0nNhzndqZxksirq02WByzzEozTBSzWkxZgxKp6GFEssnANvGgEUi_VutV4J9TvE0cisHsYQXVSz9kmy_6z3B3hppB4</recordid><startdate>20080101</startdate><enddate>20080101</enddate><creator>Lawrence, S.J.</creator><creator>Sugo, H.O.</creator><creator>Page, A.W.</creator><general>Routledge</general><general>Taylor & Francis Group LLC</general><scope>AAYXX</scope><scope>CITATION</scope></search><sort><creationdate>20080101</creationdate><title>Masonry Bond Strength and the Effects of Supplementary Cementitious Materials</title><author>Lawrence, S.J. ; Sugo, H.O. ; Page, A.W.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c461t-cb0902d606f30b264baddd78f2408c3f632904ff85bb31d0ae2fc4fb5423227a3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2008</creationdate><topic>age</topic><topic>blended cements</topic><topic>bond strength</topic><topic>Cement</topic><topic>Concrete</topic><topic>curing conditions</topic><topic>Masonry</topic><topic>masonry cement</topic><topic>Masonry Structures Standard (AS 3700)</topic><topic>Mortar</topic><topic>mortars</topic><topic>properties</topic><topic>Testing</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Lawrence, S.J.</creatorcontrib><creatorcontrib>Sugo, H.O.</creatorcontrib><creatorcontrib>Page, A.W.</creatorcontrib><collection>CrossRef</collection><jtitle>Australian journal of structural engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Lawrence, S.J.</au><au>Sugo, H.O.</au><au>Page, A.W.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Masonry Bond Strength and the Effects of Supplementary Cementitious Materials</atitle><jtitle>Australian journal of structural engineering</jtitle><date>2008-01-01</date><risdate>2008</risdate><volume>8</volume><issue>2</issue><spage>101</spage><epage>115</epage><pages>101-115</pages><issn>1328-7982</issn><eissn>2204-2261</eissn><abstract>The paper presents the results of two investigations into flexural tensile bond strength of masonry using a wide range of materials. The materials include clay, concrete and calcium silicate bricks; general purpose, slag blend, fly ash blend and masonry cements; and mortar mixes covering the commonly used range, with and without water thickener admixture. Tests were carried out at ages from 7 to 730 days (2 years). The bond wrench technique was used to test the individual joints of five-course stack-bonded masonry prisms. Ten replicates of each set of conditions were tested, giving a total of 3120 measurements in the first study and 1200 measurements in the second study. Significant results and interactions are discussed and illustrated. The implications for masonry design and AS 3700 are outlined.</abstract><pub>Routledge</pub><doi>10.1080/13287982.2008.11464991</doi><tpages>15</tpages></addata></record> |
fulltext | fulltext |
identifier | ISSN: 1328-7982 |
ispartof | Australian journal of structural engineering, 2008-01, Vol.8 (2), p.101-115 |
issn | 1328-7982 2204-2261 |
language | eng |
recordid | cdi_gale_infotracacademiconefile_A245117071 |
source | Taylor and Francis Science and Technology Collection |
subjects | age blended cements bond strength Cement Concrete curing conditions Masonry masonry cement Masonry Structures Standard (AS 3700) Mortar mortars properties Testing |
title | Masonry Bond Strength and the Effects of Supplementary Cementitious Materials |
url | http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-05T12%3A32%3A23IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-gale_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Masonry%20Bond%20Strength%20and%20the%20Effects%20of%20Supplementary%20Cementitious%20Materials&rft.jtitle=Australian%20journal%20of%20structural%20engineering&rft.au=Lawrence,%20S.J.&rft.date=2008-01-01&rft.volume=8&rft.issue=2&rft.spage=101&rft.epage=115&rft.pages=101-115&rft.issn=1328-7982&rft.eissn=2204-2261&rft_id=info:doi/10.1080/13287982.2008.11464991&rft_dat=%3Cgale_cross%3EA245117071%3C/gale_cross%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-c461t-cb0902d606f30b264baddd78f2408c3f632904ff85bb31d0ae2fc4fb5423227a3%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_id=info:pmid/&rft_galeid=A245117071&rft_informt_id=10.3316/informit.126064404556012&rfr_iscdi=true |