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Article(id=1318974609077162365, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1318974603884606018, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20220847, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1665158400000, receivedDateStr=2022-10-08, revisedDate=1667404800000, revisedDateStr=2022-11-03, acceptedDate=null, acceptedDateStr=null, onlineDate=1792397652166, onlineDateStr=2026-10-19, pubDate=1683734400000, pubDateStr=2023-05-11, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1792397652166, onlineIssueDateStr=2026-10-19, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1792397652166, creator=13701087609, updateTime=1792397652166, updator=13701087609, issue=Issue{id=1318974603884606018, tenantId=1146029695717560320, journalId=1263187385517883426, year='2023', volume='51', issue='8', pageStart='1883', pageEnd='2118', issueExtLink='null', onlineDate='null', pubDate='1692460800000', pubDateStr='2023-08-20', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1792397650929, creator='13701087609', updateTime=1792399225992, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1318981210261541260, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1318974603884606018, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1318981210261541261, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1318974603884606018, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=1938, endPage=1949, ext={EN=ArticleExt(id=1318974609295266174, articleId=1318974609077162365, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Flexural Properties of Textile Reinforced Ultra-High Performance Concrete with Tension-Stiffening Effect, columnId=1263922769897599102, journalTitle=Journal of the Chinese Ceramic Society, columnName=Research Articles, runingTitle=null, highlight=null, articleAbstract=

Textile reinforced ultra-high performance concrete (TR-UHPC) utilizes the synergistic reinforcing mechanism of short steel fibers and textile to further improve the mechanical properties and strain hardening effect of ultra-high performance concrete (UHPC). To investigate the flexural properties of TR-UHPC and synergistic effects of textile and steel fibers, four-point bending tests were conducted. A design method for TR-UHPC flexural members based on a tension-stiffening model and a bending model was proposed. The effect of tension-stiffening on the flexural responses of TR-UHPC was analyzed. The results show that the flexural capacity of TR-UHPC specimens increases with the increase of steel fiber dosage. The maximum flexural strength can be obtained at a steel fiber volume fraction of 1.0% or 1.5%, indicating that the content of steel fiber can be effectively reduced. The prediction data by the proposed model are in reasonable agreement with the experimental results. The proposed model can be used to predict the load capacity of TR-UHPC flexural member with given materials, or guide the material design according to the demands of structural performance.

, authors=Yiming YAO1, 2, 3, Can CHEN1, Mengchao ZHAI1, Yuanfeng SUN1, Cong LU1, Rui ZHONG1, 2, 3, Jingquan WANG1, 2, 3, authorsList=Yiming YAO, Can CHEN, Mengchao ZHAI, Yuanfeng SUN, Cong LU, Rui ZHONG, Jingquan WANG, authorCompany=null, correspAuthors=Jingquan WANG, authorNote=

YAO Yiming (1988-), male, Ph.D., Associate Professor. E-mail:

, correspAuthorsNote=
WANG Jingquan (1976-), male, Ph.D., Professor. E-mail:
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纤维网格增强超高性能混凝土（TR-UHPC）利用短切钢纤维与连续纤维网格协同增强机制进一步提高超高性能混凝土（UHPC）力学性能和应变硬化效应。为研究TR-UHPC薄板的弯曲性能及其设计方法，开展了四点弯曲试验，分析了钢纤维和纤维网格的协同增强增韧效应。在此基础上，提出了基于拉伸模型和弯曲模型的TR-UHPC弯曲构件设计方法，并分析了拉伸刚化效应对TR-UHPC构件受弯性能的影响。研究结果表明，TR-UHPC薄板的受弯承载力随着钢纤维掺量及纤维网格层数的增加而增大，而多组试件在钢纤维掺量为1.0%或1.5%时达到最高弯曲强度，钢纤维用量可有效降低。弯曲模型计算结果与试验数据吻合较好，并能够匹配拉伸模型的计算结果，该方法可在材料已知的条件下对构件的承载力进行预测，或根据构件性能需求进行材料调配，实现从材料到构件的协同设计。

, authors=姚一鸣1, 2, 3, 陈璨1, 翟梦超1, 孙元锋1, 鲁聪1, 钟锐1, 2, 3, 王景全1, 2, 3, authorsList=姚一鸣, 陈璨, 翟梦超, 孙元锋, 鲁聪, 钟锐, 王景全, authorCompany=null, correspAuthors=王景全, authorNote=

姚一鸣（1988—），博士，副教授。

, correspAuthorsNote=
王景全（1976—），博士，教授。
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考虑拉伸刚化效应的纤维网格增强超高性能混凝土弯曲性能
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姚一鸣 1, 2, 3 , 陈璨 1 , 翟梦超 1 , 孙元锋 1 , 鲁聪 1 , 钟锐 1, 2, 3 , 王景全 1, 2, 3
硅酸盐学报 | 研究论文 2023,51(8): 1938-1949
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硅酸盐学报 |研究论文 2023 , 51 (8) : 1938 -1949
考虑拉伸刚化效应的纤维网格增强超高性能混凝土弯曲性能
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姚一鸣1, 2, 3 , 陈璨1, 翟梦超1, 孙元锋1, 鲁聪1, 钟锐1, 2, 3, 王景全1, 2, 3
作者信息
  • 1.东南大学土木工程学院，南京 211189
  • 2.东南大学桥梁研究中心，南京 210096
  • 3.东南大学，爆炸安全防护教育部工程研究中心，南京 210096
通讯作者:
王景全（1976—），博士，教授。
作者简介:

姚一鸣（1988—），博士，副教授。

Flexural Properties of Textile Reinforced Ultra-High Performance Concrete with Tension-Stiffening Effect
Yiming YAO1, 2, 3 , Can CHEN1, Mengchao ZHAI1, Yuanfeng SUN1, Cong LU1, Rui ZHONG1, 2, 3, Jingquan WANG1, 2, 3
Affiliations
  • 1.School of Civil Engineering, Southeast University, Nanjing 211189, China
  • 2.Bridge Engineering Research Center of Southeast University, Nanjing 210096, China
  • 3.Engineering Research Center of Safety and Protection of Explosion & Impact of Ministry of Education, Southeast University, Nanjing 210096, China
    • Corresponding Author:
    WANG Jingquan (1976-), male, Ph.D., Professor. E-mail:

    YAO Yiming (1988-), male, Ph.D., Associate Professor. E-mail:

出版时间: 2023-05-11 doi: 10.14062/j.issn.0454-5648.20220847
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纤维网格增强超高性能混凝土（TR-UHPC）利用短切钢纤维与连续纤维网格协同增强机制进一步提高超高性能混凝土（UHPC）力学性能和应变硬化效应。为研究TR-UHPC薄板的弯曲性能及其设计方法，开展了四点弯曲试验，分析了钢纤维和纤维网格的协同增强增韧效应。在此基础上，提出了基于拉伸模型和弯曲模型的TR-UHPC弯曲构件设计方法，并分析了拉伸刚化效应对TR-UHPC构件受弯性能的影响。研究结果表明，TR-UHPC薄板的受弯承载力随着钢纤维掺量及纤维网格层数的增加而增大，而多组试件在钢纤维掺量为1.0%或1.5%时达到最高弯曲强度，钢纤维用量可有效降低。弯曲模型计算结果与试验数据吻合较好，并能够匹配拉伸模型的计算结果，该方法可在材料已知的条件下对构件的承载力进行预测，或根据构件性能需求进行材料调配，实现从材料到构件的协同设计。

纤维网格增强超高性能混凝土  /  材料结构协同设计  /  反向分析  /  拉伸刚化  /  弯曲性能

Textile reinforced ultra-high performance concrete (TR-UHPC) utilizes the synergistic reinforcing mechanism of short steel fibers and textile to further improve the mechanical properties and strain hardening effect of ultra-high performance concrete (UHPC). To investigate the flexural properties of TR-UHPC and synergistic effects of textile and steel fibers, four-point bending tests were conducted. A design method for TR-UHPC flexural members based on a tension-stiffening model and a bending model was proposed. The effect of tension-stiffening on the flexural responses of TR-UHPC was analyzed. The results show that the flexural capacity of TR-UHPC specimens increases with the increase of steel fiber dosage. The maximum flexural strength can be obtained at a steel fiber volume fraction of 1.0% or 1.5%, indicating that the content of steel fiber can be effectively reduced. The prediction data by the proposed model are in reasonable agreement with the experimental results. The proposed model can be used to predict the load capacity of TR-UHPC flexural member with given materials, or guide the material design according to the demands of structural performance.

textile reinforced ultra-high performance concrete  /  synergistic design of material and structure  /  inverse analysis  /  tension-stiffening  /  flexural performance
姚一鸣, 陈璨, 翟梦超, 孙元锋, 鲁聪, 钟锐, 王景全. 考虑拉伸刚化效应的纤维网格增强超高性能混凝土弯曲性能. 硅酸盐学报, 2023 , 51 (8) : 1938 -1949 . DOI: 10.14062/j.issn.0454-5648.20220847
Yiming YAO, Can CHEN, Mengchao ZHAI, Yuanfeng SUN, Cong LU, Rui ZHONG, Jingquan WANG. Flexural Properties of Textile Reinforced Ultra-High Performance Concrete with Tension-Stiffening Effect[J]. Journal of the Chinese Ceramic Society, 2023 , 51 (8) : 1938 -1949 . DOI: 10.14062/j.issn.0454-5648.20220847
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  • 国家自然科学基金项目(52278245; U1934205; 52278157)
  • 中国交通建设集团有限公司院士专项科研经费项目(YSZX-01-2022-02-B)
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2023年第51卷第8期
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doi: 10.14062/j.issn.0454-5648.20220847
  • 接收时间：2022-10-08
  • 首发时间：2026-10-19
  • 出版时间：2023-05-11
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  • 收稿日期：2022-10-08
  • 修回日期：2022-11-03
基金
国家自然科学基金项目(52278245; U1934205; 52278157)
中国交通建设集团有限公司院士专项科研经费项目(YSZX-01-2022-02-B)
作者信息
    1.东南大学土木工程学院，南京 211189
    2.东南大学桥梁研究中心，南京 210096
    3.东南大学，爆炸安全防护教育部工程研究中心，南京 210096

通讯作者:

王景全（1976—），博士，教授。
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https://castjournals.cast.org.cn/joweb/gsyxb/CN/10.14062/j.issn.0454-5648.20220847
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2种不同金属材料的力学参数
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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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