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Article(id=1322636159033914192, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322636152813768892, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20200222, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1585411200000, receivedDateStr=2020-03-29, revisedDate=1587139200000, revisedDateStr=2020-04-18, acceptedDate=null, acceptedDateStr=null, onlineDate=1793270633705, onlineDateStr=2026-10-29, pubDate=1597852800000, pubDateStr=2020-08-20, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1793270633705, onlineIssueDateStr=2026-10-29, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1793270633705, creator=13701087609, updateTime=1793270633705, updator=13701087609, issue=Issue{id=1322636152813768892, tenantId=1146029695717560320, journalId=1263187385517883426, year='2020', volume='48', issue='8', pageStart='1145', pageEnd='1352', issueExtLink='null', onlineDate='null', pubDate='1597852800000', pubDateStr='2020-08-20', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1793270632222, creator='13701087609', updateTime=1793277122165, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1322663373687337109, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322636152813768892, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1322663373687337110, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322636152813768892, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=1177, endPage=1187, ext={EN=ArticleExt(id=1322636159302349649, articleId=1322636159033914192, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Impact Compression Mechanical Properties of Ultra-High Performance Concrete with Manufactured Sand, columnId=1322636153396777149, journalTitle=Journal of the Chinese Ceramic Society, columnName=Special Issue for Ultra-high Performance ConcreteⅠ, runingTitle=null, highlight=null, articleAbstract=

Ultra-high performance concrete (UHPC) was designed with different replacement percentages of manufactured sand, i.e., 0%, 25% 50%, 75%, and 100% (in mass fraction). The properties of the UHPC, including the quasi static and dynamic mechanical properties, were examined. The results show that the compressive strength of UHPCs with manufactured sand as fine aggregates is similar to that of the reference mixture with only river sand. The UHPC with manufactured sand has superior dynamic mechanical properties. The UHPC with manufactured sand has an effect on its strain rate, and the dynamic increase factor has a logarithmic function relation with the strain rate. In addition, the finite element method was also employed to simulate the impact process of the UHPC with manufactured sand.

, authors=Taotao FENG1, Jinyang JIANG1, Zhiyong LIU1, Chengjun YUE2, Fengjuan WANG1, Yirui WU1, Hongyan CHU3, authorsList=Taotao FENG, Jinyang JIANG, Zhiyong LIU, Chengjun YUE, Fengjuan WANG, Yirui WU, Hongyan CHU, authorCompany=null, correspAuthors=Jinyang JIANG, authorNote=

FENG Taotao (1990-), male, Doctoral candidate. E-mail:

, correspAuthorsNote=
JIANG Jinyang (1974-), male, Ph.D., Professor. E-mail:
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采用机制砂等质量替代河砂用于制备超高性能混凝土（UHPC），替代率分别为0%，25%，50%，75%以及100%，研究了机制砂对UHPC动静态力学性能的影响。结果表明：机制砂替代河砂后，所制备的UHPC抗压强度与仅用河砂配制的UHPC抗压强度相近；机制砂UHPC具有优异的抗冲击性能，可以承受多次冲击行为，此外机制砂UHPC具有明显的应变率效应，动态增强因子DIF与应变率呈对数函数关系。采用有限元法（LS-DYNA）模拟了机制砂UHPC的冲击过程，数值模拟结果表明应力应变曲线和破坏形态均与试验较为吻合。

, authors=冯滔滔1, 蒋金洋1, 刘志勇1, 岳承军2, 王凤娟1, 吴宜锐1, 褚洪岩3, authorsList=冯滔滔, 蒋金洋, 刘志勇, 岳承军, 王凤娟, 吴宜锐, 褚洪岩, authorCompany=null, correspAuthors=蒋金洋, authorNote=

冯滔滔（1990—），男，博士研究生。

, correspAuthorsNote=
蒋金洋（1974—），男，教授，博士研究生导师。
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FENG Taotao (1990-), male, Doctoral candidate. E-mail:

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FENG Taotao (1990-), male, Doctoral candidate. E-mail:

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冯滔滔（1990—），男，博士研究生。

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冯滔滔（1990—），男，博士研究生。

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机制砂超高性能混凝土的冲击压缩力学性能
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冯滔滔 1 , 蒋金洋 1 , 刘志勇 1 , 岳承军 2 , 王凤娟 1 , 吴宜锐 1 , 褚洪岩 3
硅酸盐学报 | 超高性能混凝土专题 2020,48(8): 1177-1187
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硅酸盐学报 |超高性能混凝土专题 2020 , 48 (8) : 1177 -1187
机制砂超高性能混凝土的冲击压缩力学性能
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冯滔滔1 , 蒋金洋1 , 刘志勇1, 岳承军2, 王凤娟1, 吴宜锐1, 褚洪岩3
作者信息
  • 1．东南大学材料科学与工程学院，江苏省土木工程材料重点实验室，南京 211189
  • 2．南京航空航天大学土木工程系，南京 211100
  • 3．南京林业大学土木工程学院，南京 210037
通讯作者:
蒋金洋（1974—），男，教授，博士研究生导师。
作者简介:

冯滔滔（1990—），男，博士研究生。

Impact Compression Mechanical Properties of Ultra-High Performance Concrete with Manufactured Sand
Taotao FENG1 , Jinyang JIANG1 , Zhiyong LIU1, Chengjun YUE2, Fengjuan WANG1, Yirui WU1, Hongyan CHU3
Affiliations
  • 1.School of Materials Science and Engineering, Southeast University, Jiangsu Key Laboratory of Construction Materials, Nanjing 211189, China
  • 2.Department of Civil Engineering, Nanjing University of Aeronautics and Astronautics, Nanjing 211100, China
  • 3.College of Civil Engineering, Nanjing Forestry University, Nanjing 210037, China
    • Corresponding Author:
    JIANG Jinyang (1974-), male, Ph.D., Professor. E-mail:

    FENG Taotao (1990-), male, Doctoral candidate. E-mail:

出版时间: 2020-08-20 doi: 10.14062/j.issn.0454-5648.20200222
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采用机制砂等质量替代河砂用于制备超高性能混凝土（UHPC），替代率分别为0%，25%，50%，75%以及100%，研究了机制砂对UHPC动静态力学性能的影响。结果表明：机制砂替代河砂后，所制备的UHPC抗压强度与仅用河砂配制的UHPC抗压强度相近；机制砂UHPC具有优异的抗冲击性能，可以承受多次冲击行为，此外机制砂UHPC具有明显的应变率效应，动态增强因子DIF与应变率呈对数函数关系。采用有限元法（LS-DYNA）模拟了机制砂UHPC的冲击过程，数值模拟结果表明应力应变曲线和破坏形态均与试验较为吻合。

超高性能混凝土  /  机制砂  /  动态压缩强度  /  数值模拟

Ultra-high performance concrete (UHPC) was designed with different replacement percentages of manufactured sand, i.e., 0%, 25% 50%, 75%, and 100% (in mass fraction). The properties of the UHPC, including the quasi static and dynamic mechanical properties, were examined. The results show that the compressive strength of UHPCs with manufactured sand as fine aggregates is similar to that of the reference mixture with only river sand. The UHPC with manufactured sand has superior dynamic mechanical properties. The UHPC with manufactured sand has an effect on its strain rate, and the dynamic increase factor has a logarithmic function relation with the strain rate. In addition, the finite element method was also employed to simulate the impact process of the UHPC with manufactured sand.

ultra-high performance concrete  /  manufactured sand  /  dynamic compressive strength  /  numerical simulation
冯滔滔, 蒋金洋, 刘志勇, 岳承军, 王凤娟, 吴宜锐, 褚洪岩. 机制砂超高性能混凝土的冲击压缩力学性能. 硅酸盐学报, 2020 , 48 (8) : 1177 -1187 . DOI: 10.14062/j.issn.0454-5648.20200222
Taotao FENG, Jinyang JIANG, Zhiyong LIU, Chengjun YUE, Fengjuan WANG, Yirui WU, Hongyan CHU. Impact Compression Mechanical Properties of Ultra-High Performance Concrete with Manufactured Sand[J]. Journal of the Chinese Ceramic Society, 2020 , 48 (8) : 1177 -1187 . DOI: 10.14062/j.issn.0454-5648.20200222
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  • 国家重点研发计划项目
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2020年第48卷第8期
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doi: 10.14062/j.issn.0454-5648.20200222
  • 接收时间：2020-03-29
  • 首发时间：2026-10-29
  • 出版时间：2020-08-20
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  • 收稿日期：2020-03-29
  • 修回日期：2020-04-18
基金
国家重点研发计划项目
作者信息
    1．东南大学材料科学与工程学院，江苏省土木工程材料重点实验室，南京 211189
    2．南京航空航天大学土木工程系，南京 211100
    3．南京林业大学土木工程学院，南京 210037

通讯作者:

蒋金洋（1974—），男，教授，博士研究生导师。
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https://castjournals.cast.org.cn/joweb/gsyxb/CN/10.14062/j.issn.0454-5648.20200222
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2种不同金属材料的力学参数
科
Family		 属数
Number of
genus		 种数
Number of
species		 占总种数比例
Percentage of
total species (%)		 属
Genus		 种数
Number of
species		 占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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