Article(id=1319222709289075553, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1319222668956643677, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20220303, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1650211200000, receivedDateStr=2022-04-18, revisedDate=1653580800000, revisedDateStr=2022-05-27, acceptedDate=null, acceptedDateStr=null, onlineDate=1792456803866, onlineDateStr=2026-10-20, pubDate=1684512000000, pubDateStr=2023-05-20, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1792456803866, onlineIssueDateStr=2026-10-20, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1792456803866, creator=13701087609, updateTime=1792456803866, updator=13701087609, issue=Issue{id=1319222668956643677, tenantId=1146029695717560320, journalId=1263187385517883426, year='2023', volume='51', issue='5', pageStart='1091', pageEnd='1372', issueExtLink='null', onlineDate='null', pubDate='1684512000000', pubDateStr='2023-05-20', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=0, createTime=1792456794251, creator='13701087609', updateTime=1792456976356, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1319223432827490920, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1319222668956643677, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1319223432827490921, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1319222668956643677, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=1355, endPage=1362, ext={EN=ArticleExt(id=1319222709649785698, articleId=1319222709289075553, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Preparation of Fire-Resistive Engineered Cementitious Composites and Its Cooperative Deformation Performance with Steel Member, columnId=1263922769897599102, journalTitle=Journal of the Chinese Ceramic Society, columnName=Research Articles, runingTitle=null, highlight=null, articleAbstract=

Lightweight and high ductility cementitious composite was developed as a fire-resistive coating (FR-ECC) with domestic raw materials. The feasibility of FR-ECC as fire-resistive coating was demonstrated. The mechanical properties of FR-ECC with different proportions were investigated via axial tensile test and compressive test. The cooperative deformation performance of FR-ECC and steel member was determined via four-point bending beam test. The results indicate that FR-ECC with three proportions has the characteristics of multi-cracking and strain-hardening with an average tensile strength of 1.30 MPa and an average strain capacity of 1.93%. The results of compressive test show a high compressive deformation capacity of FR-ECC with an average strength of 3.99 MPa. The tensile and compressive properties can be enhanced by increasing the fiber content. According to the results of the four-point bending beam test, FR-ECC can adapt to a larger bending deformation as the coating thickness decreases. When the coating thickness is no more than 10 mm, FR-ECC can produce some fine cracks with the deformation of the steel beam instead of delaminating or falling off. FR-ECC has a capability of cooperative deformation with steel member under a complex stress.

, authors=Jianhui LIN¹, Jiangtao YU², Xingyan SHANG³, authorsList=Jianhui LIN, Jiangtao YU, Xingyan SHANG, authorCompany=null, correspAuthors=Jiangtao YU, 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=1319222710018884451, articleId=1319222709289075553, tenantId=1146029695717560320, journalId=1263187385517883426, language=CN, title=防火水泥基复合材料的制备及其与钢构件协同工作性能, columnId=1263922770220560512, journalTitle=硅酸盐学报, columnName=研究论文, runingTitle=null, highlight=null, articleAbstract=

使用国产原材料，制备轻质高延性水泥基复合材料作为防火涂料（FR-ECC），论证了FR-ECC作为防火涂料的可行性。通过轴拉试验和轴压试验研究不同配合比FR-ECC的力学性能，并利用四点弯曲梁试验研究FR-ECC与钢构件协同工作性能。结果表明：3种配方的FR-ECC均具有多裂缝开裂和应变强化的特征，平均抗拉强度1.30 MPa，平均极限应变1.93%。轴压试验显示：材料具有良好的受压变形能力，平均抗压强度3.99 MPa；适当增加纤维掺量可以提升其拉、压力学性能。四点弯曲梁试验表明：涂层越薄越能适应较大的弯曲变形；在涂层厚度不大于10 mm时，FR-ECC随钢梁变形会产生细小裂缝，而不会起层或剥落。FR-ECC在复杂应力下具备与钢构件协同变形的能力。

, authors=林建辉¹, 余江滔², 商兴艳³, authorsList=林建辉, 余江滔, 商兴艳, authorCompany=null, correspAuthors=余江滔, authorNote=, correspAuthorsNote=, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=3xgG5KURZS0/5JMwfuuV5Q==, magXml=HdoCH6olDD9//5HFgyRpEw==, pdfUrl=null, pdf=ITwpCwIb8bUVgXOJgc2pBg==, pdfFileSize=915683, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=S2KjL0L0rgORT1gZ78q3dw==, mapNumber=null, fund=null)}, authors=[Author(id=1322521421918617940, tenantId=1146029695717560320, journalId=1263187385517883426, articleId=1319222709289075553, orderNo=0, firstName=null, middleName=null, lastName=null, nameCn=null, orcid=null, stid=null, country=null, authorPic=null, dead=0, email=jianhui@xujc.com, emailSecond=null, emailThird=null, correspondingAuthor=0, authorType=1, ext={EN=AuthorExt(id=1322521421998309718, tenantId=1146029695717560320, journalId=1263187385517883426, articleId=1319222709289075553, authorId=1322521421918617940, language=EN, stringName=Jianhui LIN, firstName=Jianhui, middleName=null, lastName=LIN, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=¹, address=^1.College of Civil Engineering, Xiamen University Tan Kah Kee College, Zhangzhou 363105, Fujian, China, bio={"content":"

LIN Jianhui (1989-), male, Master, Lecturer. E-mail: jianhui@xujc.com

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LIN Jianhui (1989-), male, Master, Lecturer. E-mail: jianhui@xujc.com

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林建辉（1989—），男，硕士，讲师。

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林建辉（1989—），男，硕士，讲师。

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