Article(id=1319987080311190500, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1319987055371858691, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20210581, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1626624000000, receivedDateStr=2021-07-19, revisedDate=1634572800000, revisedDateStr=2021-10-19, acceptedDate=null, acceptedDateStr=null, onlineDate=1792639044119, onlineDateStr=2026-10-22, pubDate=1645286400000, pubDateStr=2022-02-20, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1792639044119, onlineIssueDateStr=2026-10-22, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1792639044119, creator=13701087609, updateTime=1792639044119, updator=13701087609, issue=Issue{id=1319987055371858691, tenantId=1146029695717560320, journalId=1263187385517883426, year='2022', volume='50', issue='2', pageStart='277', pageEnd='554', issueExtLink='null', onlineDate='null', pubDate='1645286400000', pubDateStr='2022-02-20', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=0, createTime=1792639038174, creator='13701087609', updateTime=1792639254308, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1319987961958089069, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1319987055371858691, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1319987961958089070, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1319987055371858691, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=388, endPage=395, ext={EN=ArticleExt(id=1319987080508322789, articleId=1319987080311190500, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Direct Shear Behavior and Damage Constitutive Model of Recycled Aggregate Concrete at Different Sizes, columnId=1263922769897599102, journalTitle=Journal of the Chinese Ceramic Society, columnName=Research Articles, runingTitle=null, highlight=null, articleAbstract=

To investigate the effects of replacement rate and sample size on the direct shear performance and damage of recycled aggregate concrete (RAC), 45 RAC specimens were manufactured. The failure modes of RAC with different sizes were characterized, and the effects of replacement rate and specimen size on the direct shear performance and damage constitutive model of RAC with different sizes were investigated via direct shear tests. The results show that the peak deformation and ductility coefficient have a size effect, the damage development rate of natural concrete becomes slow, and the damage development rate of RAC becomes faster. The peak deformation firstly decreases and then increases, while the ductility coefficient firstly increases and then decreases with the increase of the replacement rate. The damage development law does not have a linear relationship with the replacement rate. The constitutive model can well reflect the shear load-deformation relationship and the damage evolution process of the RAC with different sizes.

, authors=Yuliang CHEN^{1, 2}, Jie LIU¹, Huiqin WU¹, Rui JIANG¹, Fang YAN¹, authorsList=Yuliang CHEN, Jie LIU, Huiqin WU, Rui JIANG, Fang YAN, authorCompany=null, correspAuthors=Huiqin WU, 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=1319987080789341158, articleId=1319987080311190500, tenantId=1146029695717560320, journalId=1263187385517883426, language=CN, title=不同尺寸下再生骨料混凝土直剪性能及其损伤本构, columnId=1263922770220560512, journalTitle=硅酸盐学报, columnName=研究论文, runingTitle=null, highlight=null, articleAbstract=

以再生粗骨料取代率、试件尺寸为变化参数，设计并制作了45个再生骨料混凝土试件。通过直剪试验，观察了不同尺寸下再生骨料混凝土的破坏形态，分析了取代率和试件尺寸对再生骨料混凝土直剪性能和损伤本构的影响情况，建立了不同尺寸下再生骨料混凝土的损伤本构模型。结果表明：峰值变形、延性系数均具有明显的尺寸效应，普通混凝土损伤发展速度变慢，再生骨料混凝土损伤发展变快；随取代率的增加，峰值变形先减小后增大，延性系数先增大后减小，损伤发展规律与取代率不成线性关系。采用的本构模型能较好地反映不同尺寸再生骨料混凝土的剪切荷载-变形关系以及损伤演化过程。

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^2.Liuzhou Dongfang Engineering Rubber Products Co., Ltd., Liuzhou 545005, Guangxi, China, bio={"content":"

CHEN Yuliang (1987-), male, Ph.D., Associate Professor. E-mail: ylchen@gxust.edu.cn

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CHEN Yuliang (1987-), male, Ph.D., Associate Professor. E-mail: ylchen@gxust.edu.cn

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^2．柳州东方工程橡胶制品有限公司，广西 柳州 545005, bio={"content":"

陈宇良（1987—），男，博士，副教授。

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陈宇良（1987—），男，博士，副教授。

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