Article(id=1319222884598403435, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1319222716851405704, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20220807, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1664380800000, receivedDateStr=2022-09-29, revisedDate=1665849600000, revisedDateStr=2022-10-16, acceptedDate=null, acceptedDateStr=null, onlineDate=1792456845664, onlineDateStr=2026-10-20, pubDate=1687190400000, pubDateStr=2023-06-20, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1792456845664, onlineIssueDateStr=2026-10-20, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1792456845664, creator=13701087609, updateTime=1792456845664, updator=13701087609, issue=Issue{id=1319222716851405704, tenantId=1146029695717560320, journalId=1263187385517883426, year='2023', volume='51', issue='6', pageStart='1373', pageEnd='1648', issueExtLink='null', onlineDate='null', pubDate='1687190400000', pubDateStr='2023-06-20', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=0, createTime=1792456805669, creator='13701087609', updateTime=1792456995739, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1319223514108903801, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1319222716851405704, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1319223514108903802, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1319222716851405704, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=1565, endPage=1571, ext={EN=ArticleExt(id=1319222886284513644, articleId=1319222884598403435, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Effect of Steel Fiber on Thermal Shock Resistance of Mullite Castable, columnId=1263922769897599102, journalTitle=Journal of the Chinese Ceramic Society, columnName=Research Articles, runingTitle=null, highlight=null, articleAbstract=

The thermal shock resistance of mullite castable with different steel fiber contents (i.e., 0-2.5% (mass fraction)) was evaluated by a wedge splitting method and a thermal stress factor. The thermal shock resistance of the castable was also analyzed by three different thermal shock resistance characterization methods (i.e., the residual ratio of modulus of rupture, modulus of elasticity and ultrasonic wave velocity in air at 1 100 ℃. The results show that the fracture energy (R'''') and fracture toughness increase with the increase of steel fiber content from 1.0% to 2.0%, thus improving the thermal shock resistance of castable. The rapid generation and propagation of cracks can lead to a decrease of R'''' and thermal shock resistance when the addition of steel fiber exceeds 2.0%.

, authors=Haixia FENG¹, Yunjie JIAO², Xiying CAO¹, Jun LIU¹, Yihui HAN¹, authorsList=Haixia FENG, Yunjie JIAO, Xiying CAO, Jun LIU, Yihui HAN, authorCompany=null, correspAuthors=null, authorNote=, correspAuthorsNote=null, 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=1319222886548754797, articleId=1319222884598403435, tenantId=1146029695717560320, journalId=1263187385517883426, language=CN, title=钢纤维对莫来石质浇注料抗热震性的影响, columnId=1263922770220560512, journalTitle=硅酸盐学报, columnName=研究论文, runingTitle=null, highlight=null, articleAbstract=

采用楔入劈裂法和抗热应力损伤因子评价了不同钢纤维加入量时[0~2.5%（质量分数）]莫来石质浇注料的抗热震性能，并进一步通过1 100 ℃急热-空气急冷试验法以及3种不同抗热震表征方法（抗折强度保持率、弹性模量保持率和超声波波速保持率）综合分析了浇注料抗热震性的变化趋势。结果表明：当钢纤维加入量在1.0%~2.0%，断裂韧性和抗裂纹扩展能力（R''''）随其加入量增加而增加，进而提高了浇注料的抗热震性能。当超过2.0%后，裂纹的快速生成和扩展会导致R''''和抗热震性的降低。

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FENG Haixia (1980-), female, Master, Senior Engineer. E-mail: fenghx2010@126.com

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FENG Haixia (1980-), female, Master, Senior Engineer. E-mail: fenghx2010@126.com

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冯海霞（1980—），女，硕士，正高级工程师。

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冯海霞（1980—），女，硕士，正高级工程师。

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