Article(id=1318979430710629300, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1318979383570837667, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20230347, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1684425600000, receivedDateStr=2023-05-19, revisedDate=1686499200000, revisedDateStr=2023-06-12, acceptedDate=null, acceptedDateStr=null, onlineDate=1792398801734, onlineDateStr=2026-10-19, pubDate=1700409600000, pubDateStr=2023-11-20, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1792398801734, onlineIssueDateStr=2026-10-19, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1792398801734, creator=13701087609, updateTime=1792398801734, updator=13701087609, issue=Issue{id=1318979383570837667, tenantId=1146029695717560320, journalId=1263187385517883426, year='2023', volume='51', issue='11', pageStart='2739', pageEnd='3038', issueExtLink='null', onlineDate='null', pubDate='1700409600000', pubDateStr='2023-11-20', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1792398790495, creator='13701087609', updateTime=1792399377667, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1318981846411629158, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1318979383570837667, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1318981846411629159, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1318979383570837667, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=2931, endPage=2941, ext={EN=ArticleExt(id=1318979430916150197, articleId=1318979430710629300, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Dynamic Mechanical Properties of Silica Nanoparticles Reinforced Coral Sand Cement Mortar Under Confining Pressure, columnId=1263922769897599102, journalTitle=Journal of the Chinese Ceramic Society, columnName=Research Articles, runingTitle=null, highlight=null, articleAbstract=

A coral sand cement mortar was prepared with 2.0% SiO₂ nanoparticles, 0.4% basalt fiber and artificial seawater. The impact compression strength of the samples at different confining pressures (i.e., 0-20 MPa) was determined by using a split Hopkinson pressure bar with an active confining pressure device. The dynamic mechanical properties of SiO₂ nanoparticles reinforced coral sand cement mortar were analyzed at different confining pressures and strain rates. The results show that the failure pattern of unconfined (uniaxial impact) specimens occurs, indicating the brittle characteristics. The better integrity of the specimen after being impacted appears under the active confinement, which belongs to a compressive-shear failure. Moreover, the specimen undergoes a transition from brittle to plastic, thus improving the toughness. From the obtained dynamic stress-strain curve, the strength of the specimen is increased by 2.08-3.43 times, compared to that under static conditions, and the dynamic compressive strength is 1.88-2.35 times greater than that of unconfined (uniaxial impact) specimens. The relevant empirical formulas were obtained via analyzing the dynamic increase factor and confinement increase factor of the material and their corresponding effects on strain rate and confining pressure variation. At the same confining pressure, the specific energy absorption of materials shows a linear increase with the incident wave energy. Through the analysis of energy dissipation, the confining pressure can increase the specific energy absorption value of SiO₂ nanoparticles reinforced coral cement mortar.

, authors=Ruiqi GUO¹, Xin XU¹, Huiqi REN², Qi YOU³, Jinlei SUN¹, Jiangnan LI¹, Bing LIU¹, authorsList=Ruiqi GUO, Xin XU, Huiqi REN, Qi YOU, Jinlei SUN, Jiangnan LI, Bing LIU, authorCompany=null, correspAuthors=Huiqi REN, 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=1318979431180391350, articleId=1318979430710629300, tenantId=1146029695717560320, journalId=1263187385517883426, language=CN, title=主动围压下纳米SiO₂增强珊瑚砂水泥砂浆动态力学性能, columnId=1263922770220560512, journalTitle=硅酸盐学报, columnName=研究论文, runingTitle=null, highlight=null, articleAbstract=

在人工海水拌制的珊瑚砂水泥砂浆中复掺2.0%纳米SiO₂和0.4%玄武岩纤维以提升其力学性能，采用带有主动围压装置的分离式Hopkinson压杆对其进行不同围压（0~20 MPa）下的冲击压缩实验，研究纳米SiO₂增强珊瑚砂水泥砂浆在不同围压和不同应变率下的动态力学性能。结果表明：无围压（单轴冲击）试件的破坏形态呈现为粉碎状，具有明显的脆性特征；主动围压作用下试件受冲击后的完整性较好，属于压剪破坏，而且试件发生由脆性到塑性的转变，韧性得到提升。从得到的动态应力-应变曲线可以看出试件强度比静态下提高2.08~3.43倍，动态抗压强度是无围压（单轴冲击）的1.88~2.35倍。通过分析材料的动态增强因子和围压增长因子对应变率和围压变化影响，得到了相关经验公式。通过对能量耗散情况的分析，结果表明围压可以提升纳米SiO₂增强珊瑚砂水泥砂浆的比能量吸收值。

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郭瑞奇（1993—），男，博士，讲师。

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郭瑞奇（1993—），男，博士，讲师。

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