Article(id=1322943832828019107, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322942627649303277, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20200477, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1593360000000, receivedDateStr=2020-06-29, revisedDate=1596643200000, revisedDateStr=2020-08-06, acceptedDate=null, acceptedDateStr=null, onlineDate=1793343988854, onlineDateStr=2026-10-30, pubDate=1624118400000, pubDateStr=2021-06-20, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1793343988854, onlineIssueDateStr=2026-10-30, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1793343988854, creator=13701087609, updateTime=1793343988854, updator=13701087609, issue=Issue{id=1322942627649303277, tenantId=1146029695717560320, journalId=1263187385517883426, year='2021', volume='49', issue='6', pageStart='1033', pageEnd='1246', issueExtLink='null', onlineDate='null', pubDate='1624118400000', pubDateStr='2021-06-20', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1793343701517, creator='13701087609', updateTime=1793345989266, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1322952223231181603, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322942627649303277, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1322952223231181604, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322942627649303277, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=1238, endPage=1246, ext={EN=ArticleExt(id=1322943833608159652, articleId=1322943832828019107, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Damage Behavior of Ultra-High Performance Concrete under Load-Temperature Coupling, columnId=null, journalTitle=Journal of the Chinese Ceramic Society, columnName=null, runingTitle=null, highlight=null, articleAbstract=

The damage of ultra-high performance concrete (UHPC) under load-temperature coupling was evaluated by using the indexes of ultrasonic pulse velocity, mass loss rate, bulk density and thermal conductivity. The results show that the ultrasonic pulse velocity (UPV) of UHPC decreases, and the damage increases gradually with the increase of load. The temperature has little effect on the UHPC damage and the UPV fluctuates at 4.55 km/s. The bulk density decreases slightly with the increase of load and temperature, i.e., only 0.73% and 1.80%, respectively, at a stress ratio of 0.5 and a temperature of 90℃. The test results of mass loss rate show the similar regularity. Load and temperature both have a greater influence on the thermal conductivity of UHPC. The thermal conductivity decreases with the increase of the increase of load and temperature. At 3 d, the thermal conductivity of UHPC in the presence of a stress ratio of 0.5 is decreased by 21.80%, compared to that in the absence of load, and the thermal conductivity of UHPC at 90℃ is decreased by 14.90%, compared to that at 30℃. A meso model of thermal conductivity of the UHPC under load-temperature coupling was proposed based on the assumption that the thermal conductivity of solid phase in UHPC could increase linearly with increasing saturation and eliminate the effects of load and temperature on the UHPC porosity. It is indicated that the theoretical values calculated by the model could be in reasonable agreement with the measured data.

, authors=Zhiyong LIU^{1, 2}, Xizhi XIA³, Yunsheng ZHANG^{1, 2}, Jinyang JIANG^{1, 2}, authorsList=Zhiyong LIU, Xizhi XIA, Yunsheng ZHANG, Jinyang JIANG, authorCompany=null, correspAuthors=Jinyang JIANG, authorNote=, correspAuthorsNote=, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=null, magXml=null, pdfUrl=null, pdf=null, pdfFileSize=null, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=null, mapNumber=null, fund=null), CN=ArticleExt(id=1322943834128253350, articleId=1322943832828019107, tenantId=1146029695717560320, journalId=1263187385517883426, language=CN, title=荷载-温度耦合作用下超高性能混凝土的损伤行为, columnId=0, journalTitle=硅酸盐学报, columnName=, runingTitle=null, highlight=null, articleAbstract=

利用超声波速、质量损失、体积密度以及导热系数等指标，对荷载-温度耦合作用下超高性能混凝土（UHPC）的损伤行为进行评价。结果表明：随着荷载的增加，UHPC的超声波速显著下降，损伤逐渐加剧，而温度对UHPC损伤的作用并不明显，超声波速值在4.55 km/s左右浮动；体积密度随着荷载和温度的增加逐渐降低，但下降幅度很小，在应力比为0.5和温度为90℃时分别仅降低了0.73%和1.80%，质量损失率的试验结果表现出相似的规律性；荷载和温度对UHPC的导热系数具有较大影响，随着两者的增加，导热系数都有明显的下降；当应力比为0.5时UHPC的导热系数相较于无荷载作用下降了21.80%，90℃时UHPC的导热系数较30℃时下降了14.90%；在假定UHPC固相导热系数随着混凝土饱和度的增大而线性增大和忽略荷载及温度对UHPC孔隙率影响的基础上，建立了一种UHPC导热系数细观模型，模型计算的理论值与实测值较为吻合。

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LIU Zhiyong(1985-), male, Ph.D., Professor. E-mail: liuzhiyong0728@163.com

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LIU Zhiyong(1985-), male, Ph.D., Professor. E-mail: liuzhiyong0728@163.com

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