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Article(id=1322943010631197634, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322942446610559222, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20200286, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1587225600000, receivedDateStr=2020-04-19, revisedDate=1591027200000, revisedDateStr=2020-06-02, acceptedDate=null, acceptedDateStr=null, onlineDate=1793343792826, onlineDateStr=2026-10-30, pubDate=1613750400000, pubDateStr=2021-02-20, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1793343792826, onlineIssueDateStr=2026-10-30, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1793343792826, creator=13701087609, updateTime=1793343792826, updator=13701087609, issue=Issue{id=1322942446610559222, tenantId=1146029695717560320, journalId=1263187385517883426, year='2021', volume='49', issue='2', pageStart='211', pageEnd='440', issueExtLink='null', onlineDate='null', pubDate='1613750400000', pubDateStr='2021-02-20', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1793343658354, creator='13701087609', updateTime=1793345474672, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1322950064863314723, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322942446610559222, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1322950064863314724, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322942446610559222, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=296, endPage=304, ext={EN=ArticleExt(id=1322943010836718531, articleId=1322943010631197634, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Compressive Mechanical Properties and Prediction for Elastic Modulus of Ultra-high Performance Concrete, columnId=1319726165087077079, journalTitle=Journal of the Chinese Ceramic Society, columnName=Research Article, runingTitle=null, highlight=null, articleAbstract=

The effects of water-to-binder ratio and basalt coarse aggregate on the compressive behavior of ultra-high-performance concrete (UHPC) were investigated. The results show that the compressive strength of UHPC firstly increases and then decreases, while the elastic modulus decreases with the increase of water-to-binder ratio, and the optimum compressive strength is obtained at a water-binder ratio of 0.16. The compressive strength firstly increases and then decreases, while the elastic modulus increases with the increase of coarse aggregate. In addition, a semi-empirical equation considering the parameters of coarse aggregate was also proposed for the prediction of elastic modulus of UHPC, which was validated using the existing literature data.

, authors=Xue OUYANG1, Caijun SHI1, Jinhua SHI1, Bo SHAN1, Zemei WU1, Yong HUANG1, Ying XING2, authorsList=Xue OUYANG, Caijun SHI, Jinhua SHI, Bo SHAN, Zemei WU, Yong HUANG, Ying XING, authorCompany=null, correspAuthors=Caijun SHI, Bo SHAN, authorNote=

OUYANG Xue (1994-), female, Doctoral candidate. E-mail:

, correspAuthorsNote=
SHI Caijun (1963-), male, Ph.D., Professor. E-mail:
SHAN Bo (1976-), male, Ph.D., Associate Professor.
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研究了不同水胶比和玄武岩骨料掺量对超高性能混凝土（UHPC）受压力学性能的影响。结果表明：抗压强度随水胶比的增加表现出先增大后减小的趋势，而弹性模量呈持续减小趋势，当水胶比为0.16时，UHPC的抗压强度较佳；掺入粗骨料对UHPC的抗压强度和弹性模量均有较大影响，随着骨料掺量的增加，抗压强度呈现先增加后减小的趋势，弹性模量则持续增大。建立了考虑粗骨料参数的UHPC弹性模量半经验计算公式，并采用已有文献数据对半经验公式进行验证。

, authors=欧阳雪1, 史才军1, 史金华1, 单波1, 吴泽媚1, 黄勇1, 邢颖2, authorsList=欧阳雪, 史才军, 史金华, 单波, 吴泽媚, 黄勇, 邢颖, authorCompany=null, correspAuthors=史才军, 单波, authorNote=

欧阳雪（1994—），女，博士研究生。

, correspAuthorsNote=
史才军（1963—），男，博士，教授；
单波（1976—），男，博士，副教授。
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OUYANG Xue (1994-), female, Doctoral candidate. E-mail:

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欧阳雪（1994—），女，博士研究生。

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超高性能混凝土受压力学性能及其弹性模量预测
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欧阳雪 1 , 史才军 1 , 史金华 1 , 单波 1 , 吴泽媚 1 , 黄勇 1 , 邢颖 2
硅酸盐学报 | 研究论文 2021,49(2): 296-304
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硅酸盐学报 |研究论文 2021 , 49 (2) : 296 -304
超高性能混凝土受压力学性能及其弹性模量预测
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欧阳雪（1994—），女，博士研究生。

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欧阳雪1 , 史才军1 , 史金华1, 单波1 , 吴泽媚1, 黄勇1, 邢颖2
作者信息
  • 1．湖南大学土木工程学院，绿色先进土木工程材料及应用技术湖南省重点实验室，长沙 410082
  • 2．太原理工大学土木工程学院，太原 030024
通讯作者:
史才军（1963—），男，博士，教授；
单波（1976—），男，博士，副教授。
作者简介:

欧阳雪（1994—），女，博士研究生。

Compressive Mechanical Properties and Prediction for Elastic Modulus of Ultra-high Performance Concrete
Xue OUYANG1 , Caijun SHI1 , Jinhua SHI1, Bo SHAN1 , Zemei WU1, Yong HUANG1, Ying XING2
Affiliations
  • 1.Key Laboratory for Green and Advanced Civil Engineering Materials and Application Technology of Hunan Province, College of Civil Engineering, Hunan University, Changsha 410082, China
  • 2.College of Civil Engineering, Taiyuan University of Technology, Taiyuan 030024, China
    • Corresponding Author:
    SHI Caijun (1963-), male, Ph.D., Professor. E-mail:
    SHAN Bo (1976-), male, Ph.D., Associate Professor.

    OUYANG Xue (1994-), female, Doctoral candidate. E-mail:

出版时间: 2021-02-20 doi: 10.14062/j.issn.0454-5648.20200286
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研究了不同水胶比和玄武岩骨料掺量对超高性能混凝土（UHPC）受压力学性能的影响。结果表明：抗压强度随水胶比的增加表现出先增大后减小的趋势，而弹性模量呈持续减小趋势，当水胶比为0.16时，UHPC的抗压强度较佳；掺入粗骨料对UHPC的抗压强度和弹性模量均有较大影响，随着骨料掺量的增加，抗压强度呈现先增加后减小的趋势，弹性模量则持续增大。建立了考虑粗骨料参数的UHPC弹性模量半经验计算公式，并采用已有文献数据对半经验公式进行验证。

超高性能混凝土  /  抗压强度  /  弹性模量  /  性能预测  /  玄武岩  /  水胶比

The effects of water-to-binder ratio and basalt coarse aggregate on the compressive behavior of ultra-high-performance concrete (UHPC) were investigated. The results show that the compressive strength of UHPC firstly increases and then decreases, while the elastic modulus decreases with the increase of water-to-binder ratio, and the optimum compressive strength is obtained at a water-binder ratio of 0.16. The compressive strength firstly increases and then decreases, while the elastic modulus increases with the increase of coarse aggregate. In addition, a semi-empirical equation considering the parameters of coarse aggregate was also proposed for the prediction of elastic modulus of UHPC, which was validated using the existing literature data.

ultra-high performance concrete  /  compressive strength  /  elastic modulus  /  performance prediction  /  basalt coarse aggregate  /  water-to-binder ratio
欧阳雪, 史才军, 史金华, 单波, 吴泽媚, 黄勇, 邢颖. 超高性能混凝土受压力学性能及其弹性模量预测. 硅酸盐学报, 2021 , 49 (2) : 296 -304 . DOI: 10.14062/j.issn.0454-5648.20200286
Xue OUYANG, Caijun SHI, Jinhua SHI, Bo SHAN, Zemei WU, Yong HUANG, Ying XING. Compressive Mechanical Properties and Prediction for Elastic Modulus of Ultra-high Performance Concrete[J]. Journal of the Chinese Ceramic Society, 2021 , 49 (2) : 296 -304 . DOI: 10.14062/j.issn.0454-5648.20200286
基金
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  • 国家重点研发计划(2018YFC0705400)
  • 国家自然科学基金青年科学基金项目(51708384)
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doi: 10.14062/j.issn.0454-5648.20200286
  • 接收时间：2020-04-19
  • 首发时间：2026-10-30
  • 出版时间：2021-02-20
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  • 收稿日期：2020-04-19
  • 修回日期：2020-06-02
基金
国家重点研发计划(2018YFC0705400)
国家自然科学基金青年科学基金项目(51708384)
作者信息
    1．湖南大学土木工程学院，绿色先进土木工程材料及应用技术湖南省重点实验室，长沙 410082
    2．太原理工大学土木工程学院，太原 030024

通讯作者:

史才军（1963—），男，博士，教授；
单波（1976—），男，博士，副教授。
参考文献
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https://castjournals.cast.org.cn/joweb/gsyxb/CN/10.14062/j.issn.0454-5648.20200286
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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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