Influence of MB-value of Manufactured Sand on the Shrinkage and Cracking of High Strength Concrete
The relation between methylene blue （MB） value of MS and its limestone dust content and clay content was investigated. The effects of MB value ranging from 0.35 to 2.5 on the workability of fresh concrete and crack propagation characteristics at the age of 24 hours, and effects on the mechanical pro...
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| Veröffentlicht in: | Journal of Wuhan University of Technology. Materials science edition 2009-04, Vol.24 (2), p.321-325 |
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| container_title | Journal of Wuhan University of Technology. Materials science edition |
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| creator | Wang, Jiliang Yang, Zhifeng Niu, Kaimin Ke, Guoju Zhou, Mingkai |
| description | The relation between methylene blue （MB） value of MS and its limestone dust content and clay content was investigated. The effects of MB value ranging from 0.35 to 2.5 on the workability of fresh concrete and crack propagation characteristics at the age of 24 hours, and effects on the mechanical properties, dry shrinkage of the harden concrete were tested. The experimental results show that the MB value is not related with the limestone dust content of MS, but in direct proportion to clay content. With the increase of MB value, the concrete workability decreases, and the flexural strength and 7 d compressive strength reduce markedly, whearas the 28 d compressive strength is not affected. When the MB-value is less than or equal to 1.35, the change of the MB-value has a little influence on early plastic cracking and dry shrinkage property of concrete, but when the MB-value is more than 1.35, the tendency of plastic cracking and dry shrinkage is remarkable. |
| doi_str_mv | 10.1007/s11595-009-2321-z |
| format | Article |
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The effects of MB value ranging from 0.35 to 2.5 on the workability of fresh concrete and crack propagation characteristics at the age of 24 hours, and effects on the mechanical properties, dry shrinkage of the harden concrete were tested. The experimental results show that the MB value is not related with the limestone dust content of MS, but in direct proportion to clay content. With the increase of MB value, the concrete workability decreases, and the flexural strength and 7 d compressive strength reduce markedly, whearas the 28 d compressive strength is not affected. When the MB-value is less than or equal to 1.35, the change of the MB-value has a little influence on early plastic cracking and dry shrinkage property of concrete, but when the MB-value is more than 1.35, the tendency of plastic cracking and dry shrinkage is remarkable.</description><identifier>ISSN: 1000-2413</identifier><identifier>EISSN: 1993-0437</identifier><identifier>DOI: 10.1007/s11595-009-2321-z</identifier><language>eng</language><publisher>Heidelberg: Wuhan University of Technology</publisher><subject>Chemistry and Materials Science ; Materials Science ; Studies ; 人工砂 ; 价值 ; 干缩性能 ; 手机 ; 收缩 ; 粘粒含量 ; 裂缝 ; 高强度混凝土</subject><ispartof>Journal of Wuhan University of Technology. 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Materials science edition</title><addtitle>J. Wuhan Univ. Technol.-Mat. Sci. Edit</addtitle><addtitle>Journal of Wuhan University of Technology. Materials Science Edition</addtitle><description>The relation between methylene blue （MB） value of MS and its limestone dust content and clay content was investigated. The effects of MB value ranging from 0.35 to 2.5 on the workability of fresh concrete and crack propagation characteristics at the age of 24 hours, and effects on the mechanical properties, dry shrinkage of the harden concrete were tested. The experimental results show that the MB value is not related with the limestone dust content of MS, but in direct proportion to clay content. With the increase of MB value, the concrete workability decreases, and the flexural strength and 7 d compressive strength reduce markedly, whearas the 28 d compressive strength is not affected. When the MB-value is less than or equal to 1.35, the change of the MB-value has a little influence on early plastic cracking and dry shrinkage property of concrete, but when the MB-value is more than 1.35, the tendency of plastic cracking and dry shrinkage is remarkable.</description><subject>Chemistry and Materials Science</subject><subject>Materials Science</subject><subject>Studies</subject><subject>人工砂</subject><subject>价值</subject><subject>干缩性能</subject><subject>手机</subject><subject>收缩</subject><subject>粘粒含量</subject><subject>裂缝</subject><subject>高强度混凝土</subject><issn>1000-2413</issn><issn>1993-0437</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2009</creationdate><recordtype>article</recordtype><sourceid>BENPR</sourceid><recordid>eNp9kU1PwzAMhisEEmPwA7hFcA7YcT-PMAGbNMRhcI6yNmm7jXRLWyT268noDpw4xbHex5YeB8E1wh0CJPctYpRFHCDjggTy_UkwwiwjDiElp74GAC5CpPPgom1XACFQHI-C5cyaTa9trllj2Osj_1L--1sr2xuVd73TBVsoW7DGsq7SbFG52q5VqdmhOXEqX9e2PCDTuqzYonPall3FJo3Nne70ZXBm1KbVV8d3HHw8P71Ppnz-9jKbPMx5TiF1PE5UTgaKTFMRCQxjhIRMmIgUEAsoItQYijzy_QjTmMQyLsBEqRahiGGpaBzcDnO3rtn1uu3kqumd9SslIhL5HKU-hUMqd03bOm3k1tWfyn1LBHlQKQeV0quUB5Vy7xkxMK3P2lK7P5P_gW6Oi6rGljvPyaVXZeqNlgQY-esA_QDnlYAM</recordid><startdate>20090401</startdate><enddate>20090401</enddate><creator>Wang, Jiliang</creator><creator>Yang, Zhifeng</creator><creator>Niu, Kaimin</creator><creator>Ke, Guoju</creator><creator>Zhou, Mingkai</creator><general>Wuhan University of Technology</general><general>Springer Nature B.V</general><scope>2RA</scope><scope>92L</scope><scope>CQIGP</scope><scope>W92</scope><scope>~WA</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>8AO</scope><scope>8BQ</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>AFKRA</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>D1I</scope><scope>DWQXO</scope><scope>HCIFZ</scope><scope>JG9</scope><scope>KB.</scope><scope>PDBOC</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope></search><sort><creationdate>20090401</creationdate><title>Influence of MB-value of Manufactured Sand on the Shrinkage and Cracking of High Strength Concrete</title><author>Wang, Jiliang ; Yang, Zhifeng ; Niu, Kaimin ; Ke, Guoju ; Zhou, Mingkai</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c343t-67ac3f0d9e3d521461073f4728011d0d51e142c5610518632b6d0f58e24260ba3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2009</creationdate><topic>Chemistry and Materials Science</topic><topic>Materials Science</topic><topic>Studies</topic><topic>人工砂</topic><topic>价值</topic><topic>干缩性能</topic><topic>手机</topic><topic>收缩</topic><topic>粘粒含量</topic><topic>裂缝</topic><topic>高强度混凝土</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Wang, Jiliang</creatorcontrib><creatorcontrib>Yang, Zhifeng</creatorcontrib><creatorcontrib>Niu, Kaimin</creatorcontrib><creatorcontrib>Ke, Guoju</creatorcontrib><creatorcontrib>Zhou, Mingkai</creatorcontrib><collection>维普_期刊</collection><collection>中文科技期刊数据库-CALIS站点</collection><collection>中文科技期刊数据库-7.0平台</collection><collection>中文科技期刊数据库-工程技术</collection><collection>中文科技期刊数据库- 镜像站点</collection><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>ProQuest Pharma Collection</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science & Engineering Database (Proquest)</collection><collection>ProQuest Central UK/Ireland</collection><collection>AUTh Library subscriptions: ProQuest Central</collection><collection>Technology Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Materials Science Collection</collection><collection>ProQuest Central</collection><collection>SciTech Premium Collection</collection><collection>Materials Research Database</collection><collection>ProQuest Materials Science Database</collection><collection>Materials Science Collection</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>ProQuest Central China</collection><jtitle>Journal of Wuhan University of Technology. Materials science edition</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Wang, Jiliang</au><au>Yang, Zhifeng</au><au>Niu, Kaimin</au><au>Ke, Guoju</au><au>Zhou, Mingkai</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Influence of MB-value of Manufactured Sand on the Shrinkage and Cracking of High Strength Concrete</atitle><jtitle>Journal of Wuhan University of Technology. Materials science edition</jtitle><stitle>J. Wuhan Univ. Technol.-Mat. Sci. Edit</stitle><addtitle>Journal of Wuhan University of Technology. Materials Science Edition</addtitle><date>2009-04-01</date><risdate>2009</risdate><volume>24</volume><issue>2</issue><spage>321</spage><epage>325</epage><pages>321-325</pages><issn>1000-2413</issn><eissn>1993-0437</eissn><abstract>The relation between methylene blue （MB） value of MS and its limestone dust content and clay content was investigated. The effects of MB value ranging from 0.35 to 2.5 on the workability of fresh concrete and crack propagation characteristics at the age of 24 hours, and effects on the mechanical properties, dry shrinkage of the harden concrete were tested. The experimental results show that the MB value is not related with the limestone dust content of MS, but in direct proportion to clay content. With the increase of MB value, the concrete workability decreases, and the flexural strength and 7 d compressive strength reduce markedly, whearas the 28 d compressive strength is not affected. When the MB-value is less than or equal to 1.35, the change of the MB-value has a little influence on early plastic cracking and dry shrinkage property of concrete, but when the MB-value is more than 1.35, the tendency of plastic cracking and dry shrinkage is remarkable.</abstract><cop>Heidelberg</cop><pub>Wuhan University of Technology</pub><doi>10.1007/s11595-009-2321-z</doi><tpages>5</tpages></addata></record> |
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| subjects | Chemistry and Materials Science Materials Science Studies 人工砂 价值 干缩性能 手机 收缩 粘粒含量 裂缝 高强度混凝土 |
| title | Influence of MB-value of Manufactured Sand on the Shrinkage and Cracking of High Strength Concrete |
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