Article(id=1319236459303915792, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1319236433387303232, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20210990, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1637251200000, receivedDateStr=2021-11-19, revisedDate=1637856000000, revisedDateStr=2021-11-26, acceptedDate=null, acceptedDateStr=null, onlineDate=1792460082125, onlineDateStr=2026-10-20, pubDate=1660924800000, pubDateStr=2022-08-20, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1792460082125, onlineIssueDateStr=2026-10-20, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1792460082125, creator=13701087609, updateTime=1792460082125, updator=13701087609, issue=Issue{id=1319236433387303232, tenantId=1146029695717560320, journalId=1263187385517883426, year='2022', volume='50', issue='8', pageStart='2067', pageEnd='2350', issueExtLink='null', onlineDate='null', pubDate='1660924800000', pubDateStr='2022-08-20', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1792460075946, creator='13701087609', updateTime=1792460621958, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1319238723569569958, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1319236433387303232, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1319238723569569959, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1319236433387303232, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=2173, endPage=2181, ext={EN=ArticleExt(id=1319236459513630993, articleId=1319236459303915792, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Energy Drop Coefficient and Evolution Characteristics of Basalt Fiber Reinforced Concrete Under Triaxial Cyclic Compression, columnId=1263922769897599102, journalTitle=Journal of the Chinese Ceramic Society, columnName=Research Articles, runingTitle=null, highlight=null, articleAbstract=

To study the brittleness index change of basalt fiber reinforced concrete (BFRC) and input energy, elastic energy and dissipative energy evolution law under cyclic loading at different confining pressures, triaxial compression tests and cyclic loading tests at different confining pressures (i.e. 5, 10, 15, 20 and 30 MPa) were carried out in a model MTS816 Rock Test System, and the energy drop coefficient was introduced to express the BFRC brittleness index. The results of triaxial compression test show that except 5 MPa, the drop coefficient of BFRC at other confining pressures is increased by 1.26, 2.03, 2.77 and 4.24 times, respectively. Based on the results of cyclic loading test results, when the cycle is controlled by displacement, the unloading point at the post-peak stage can be obtained according to the set displacement value instead of the peak stress point of a single cycle. The energy evolution curve of BFRC has obvious stage characteristics, and the energy value of a single cycle is closely related to the loading and unloading points. The stable state of BFRC can be indirectly judged by a ratio of elastic energy to dissipative energy.

, authors=Tianxia WEI¹, Jiajian LIN^{1, 2}, Guodong SHI^{2, 3}, Haibo WU², authorsList=Tianxia WEI, Jiajian LIN, Guodong SHI, Haibo WU, authorCompany=null, correspAuthors=Jiajian LIN, 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=1319236459857563922, articleId=1319236459303915792, tenantId=1146029695717560320, journalId=1263187385517883426, language=CN, title=三轴循环加载下玄武岩纤维混凝土能量跌落系数及演化特征, columnId=1263922770220560512, journalTitle=硅酸盐学报, columnName=研究论文, runingTitle=null, highlight=null, articleAbstract=

为探究玄武岩纤维混凝土（BFRC）在不同围压下脆性指数变化和循环加载下输入能、弹性能、耗散能的演化规律，采用MTS816岩石测试系统开展了不同围压下（5、10、15、20、30 MPa）三轴压缩试验和循环加载试验，并引入能量跌落系数定量化表示了BFRC脆性指数。三轴压缩试验结果表明，较5 MPa相比，其它围压下BFRC的跌落系数分别提高了约1.26、2.03、2.77和4.24倍；循环加载试验结果表明：通过位移控制循环时，峰后阶段的卸载点应根据设定的位移值得到而非单次循环的峰值应力点；BFRC的能量演化曲线具有明显的阶段特征，单次循环的能量值大小与加卸载点密切相关；可通过弹性能与耗散能之比间接判断BFRC的稳定状态。

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WEI Tianxia (1995-), male, Master candidate. E-mail: MTS2020@163.com

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WEI Tianxia (1995-), male, Master candidate. E-mail: MTS2020@163.com

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韦天下（1995—），男，硕士研究生。

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韦天下（1995—），男，硕士研究生。

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