Article(id=1318974616131977239, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1318974603884606018, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20230141, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1678291200000, receivedDateStr=2023-03-09, revisedDate=1681056000000, revisedDateStr=2023-04-10, acceptedDate=null, acceptedDateStr=null, onlineDate=1792397653849, onlineDateStr=2026-10-19, pubDate=1683216000000, pubDateStr=2023-05-05, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1792397653849, onlineIssueDateStr=2026-10-19, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1792397653849, creator=13701087609, updateTime=1792397653849, updator=13701087609, issue=Issue{id=1318974603884606018, tenantId=1146029695717560320, journalId=1263187385517883426, year='2023', volume='51', issue='8', pageStart='1883', pageEnd='2118', issueExtLink='null', onlineDate='null', pubDate='1692460800000', pubDateStr='2023-08-20', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1792397650929, creator='13701087609', updateTime=1792399225992, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1318981210261541260, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1318974603884606018, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1318981210261541261, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1318974603884606018, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=1908, endPage=1919, ext={EN=ArticleExt(id=1318974617507708952, articleId=1318974616131977239, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Quantification of Salt Freeze-Thaw Induced Pores and Microcracks in Lightweight Aggregate Concrete Using Digital Image Processing, columnId=1263922769897599102, journalTitle=Journal of the Chinese Ceramic Society, columnName=Research Articles, runingTitle=null, highlight=null, articleAbstract=

Accurate identification and quantification of pores and microcracks in lightweight aggregate concrete (LAC) are important for analyzing salt frost deterioration mechanisms. Therefore, a new DIP method based on morphology principle was proposed, which overcomes the difficulties of traditional methods that can not accurately segment pores and microcracks because of only relying on shape factors, and the porous lightweight aggregate interferes with the analysis of pore and microcrack in concrete matrix. Using this method, the microstructure deterioration of shale ceramsite LAC and normal aggregate concrete (NAC) with same mortar to aggregate ratio and same water to cement ratio was compared and analyzed. With the increase of freeze-thaw cycles, the pore structure damage of the two concretes is manifested as pore expansion and microcrack initiation from the pore wall, leading to the relative dynamic modulus of elasticity (r_n) loss. Grey correlation analysis indicates that in addition to the initiation and propagation of microcracks, the high dispersion of LAC pore diameter also contributed to the loss of r_n in LAC. Test shows the new DIP method realizes the segmentation and independent analysis of pore and microcrack, and achieves the recognition accuracy to 10.6 μm, which has advantages in quantitative analysis of concrete pore structure and microcracks.

, authors=Zhihao GAO, Ling WANG, Zhendi WANG, Jun FANG, authorsList=Zhihao GAO, Ling WANG, Zhendi WANG, Jun FANG, authorCompany=null, correspAuthors=Ling WANG, 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=1318974617763561497, articleId=1318974616131977239, tenantId=1146029695717560320, journalId=1263187385517883426, language=CN, title=基于数字图像处理的单面盐冻轻骨料混凝土孔隙和微裂纹定量分析, columnId=1263922770220560512, journalTitle=硅酸盐学报, columnName=研究论文, runingTitle=null, highlight=null, articleAbstract=

准确识别和量化轻骨料混凝土（LAC）中的孔隙和微裂纹对于分析盐冻劣化机理非常重要。基于形态学原理提出了新DIP方法，克服了传统方法仅依靠形状因子无法精确分割孔与微裂纹、多孔轻骨料干扰混凝土基体孔结构分析的难题，分析了具有相同浆骨比和相同水灰比的页岩陶粒LAC和普通骨料混凝土（NAC）的盐冻孔结构劣化。随冻融循环次数增加，2种混凝土均表现出孔径扩张和微裂纹自孔壁萌生，导致相对动弹性模量（r_n）损失。灰色关联分析表明，除了微裂纹萌生与扩展，LAC孔径离散程度较高也能引起r_n损失。新DIP方法实现了孔与微裂纹的分割和独立分析，提高二者识别精度至10.6 μm，在定量分析混凝土孔结构和微裂纹时具有优势。

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GAO Zhihao (1992-), male, Doctoral candidate. E-mail: zhihao369@foxmail.com

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GAO Zhihao (1992-), male, Doctoral candidate. E-mail: zhihao369@foxmail.com

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高志浩（1992—），男，博士研究生。

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高志浩（1992—），男，博士研究生。

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