Role of Lightweight Synthetic Particles on the Restrained Shrinkage Cracking Behavior of Mortar
This paper describes the role of lightweight synthetic particles (LSP) on the restrained shrinkage cracking behavior of mortar in sealed conditions. The free shrinkage, elastic modulus, split-tensile strength, and restrained shrinkage behavior of mortar were investigated with respect to the inclusio...
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Veröffentlicht in: | Journal of materials in civil engineering 2011-05, Vol.23 (5), p.597-605 |
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description | This paper describes the role of lightweight synthetic particles (LSP) on the restrained shrinkage cracking behavior of mortar in sealed conditions. The free shrinkage, elastic modulus, split-tensile strength, and restrained shrinkage behavior of mortar were investigated with respect to the inclusion of low volumes of LSP. Although the use of the LSP increases free shrinkage, decreases tensile strength, decreases elastic modulus, and increases stress relaxation, these particles can be beneficial in reducing the stress that develops when shrinkage is restrained. This can result in a delay or possible prevention of restrained shrinkage cracking. |
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The free shrinkage, elastic modulus, split-tensile strength, and restrained shrinkage behavior of mortar were investigated with respect to the inclusion of low volumes of LSP. Although the use of the LSP increases free shrinkage, decreases tensile strength, decreases elastic modulus, and increases stress relaxation, these particles can be beneficial in reducing the stress that develops when shrinkage is restrained. This can result in a delay or possible prevention of restrained shrinkage cracking.</description><identifier>ISSN: 0899-1561</identifier><identifier>EISSN: 1943-5533</identifier><identifier>DOI: 10.1061/(ASCE)MT.1943-5533.0000213</identifier><language>eng</language><publisher>Reston, VA: American Society of Civil Engineers</publisher><subject>Applied sciences ; Buildings. Public works ; Concretes. Mortars. 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The free shrinkage, elastic modulus, split-tensile strength, and restrained shrinkage behavior of mortar were investigated with respect to the inclusion of low volumes of LSP. Although the use of the LSP increases free shrinkage, decreases tensile strength, decreases elastic modulus, and increases stress relaxation, these particles can be beneficial in reducing the stress that develops when shrinkage is restrained. This can result in a delay or possible prevention of restrained shrinkage cracking.</description><subject>Applied sciences</subject><subject>Buildings. Public works</subject><subject>Concretes. Mortars. Grouts</subject><subject>Delay</subject><subject>Elastic modulus</subject><subject>Exact sciences and technology</subject><subject>Fracture mechanics</subject><subject>General (composition, classification, performance, standards, patents, etc.)</subject><subject>Lightweight</subject><subject>Materials</subject><subject>Modulus of elasticity</subject><subject>Mortars</subject><subject>Shrinkage</subject><subject>TECHNICAL PAPERS</subject><subject>Weight reduction</subject><issn>0899-1561</issn><issn>1943-5533</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2011</creationdate><recordtype>article</recordtype><recordid>eNp1kFtPAjEQhRujiYj-h8bEqA-L7W67F9-Q4CWBaASfm6HMQnHdYrto_Pd2hfBmH2aSyddzZg4h55z1OEv5zVV_Mhhej6c9XogkkjJJeiy8mCcHpLOfHZIOy4si4jLlx-TE-1VgEiZYh6hXWyG1JR2ZxbL5xrbSyU_dLLExmr6AC61CT21Nw4y-om8cmBrndLJ0pn6HBdKBA_1u6gW9wyV8GetawbF1DbhTclRC5fFs17vk7X44HTxGo-eHp0F_FEGS8SYCkWQilwXOhUSMZQYwR8ZkOhfhijJNy1LEKdPIS4azggvgQnIR80xqPcsg6ZLLre7a2c9NWFJ9GK-xqqBGu_Eqz1maZazIA3m7JbWz3jss1dqZD3A_ijPVhqpUG6oaT1UboGoDVLtQw-eLnQ14DVXpoNbG7xXisFEs_0zSLRcwVCu7cXW4fu_wv8Evtb6Imw</recordid><startdate>20110501</startdate><enddate>20110501</enddate><creator>Shin, Kyung-Joon</creator><creator>Bucher, Brooks</creator><creator>Weiss, Jason</creator><general>American Society of Civil Engineers</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>F28</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20110501</creationdate><title>Role of Lightweight Synthetic Particles on the Restrained Shrinkage Cracking Behavior of Mortar</title><author>Shin, Kyung-Joon ; Bucher, Brooks ; Weiss, Jason</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a371t-a4374859ed45ee257aade0056d4194f66ff4260ce1f0eb914a145142175ccb7a3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2011</creationdate><topic>Applied sciences</topic><topic>Buildings. 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source | American Society of Civil Engineers:NESLI2:Journals:2014 |
subjects | Applied sciences Buildings. Public works Concretes. Mortars. Grouts Delay Elastic modulus Exact sciences and technology Fracture mechanics General (composition, classification, performance, standards, patents, etc.) Lightweight Materials Modulus of elasticity Mortars Shrinkage TECHNICAL PAPERS Weight reduction |
title | Role of Lightweight Synthetic Particles on the Restrained Shrinkage Cracking Behavior of Mortar |
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