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作者:

Peng, Shuai (Peng, Shuai.) | Li, Liang (Li, Liang.) | Wu, Jun (Wu, Jun.) | Jiang, Xiquan (Jiang, Xiquan.) | Du, Xiuli (Du, Xiuli.) (学者:杜修力)

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摘要:

Dynamic compressive tests of steel fiber reinforced concrete (SFRC) specimens with different fiber content (1% and 2%) at different temperature (20, 200, 400, 600 and 800)were carried out by using the split Hopkinson pressure bar and resistance heating stove.The dynamic stress-strain curves at different temperature were obtained, and the corresponding dynamic compressive strength and peak strain were presented. The test results show that SFRC has obvious strain rate strengthening effect and temperature damage effect. At the different test temperature, the dynamic compressive strength of SFRC increases with the increase of strain rate. At the same loading speed, the dynamic compressive strength of SFRC is greatly reduced with the increase of test temperature.Compared with normal concrete, the impact resistance of SFRC is greatly improved. © 2019, Editorial Office of Journal of Vibration and Shock. All right reserved.

关键词:

Compressive strength Concrete construction Concrete testing Fiber reinforced concrete Mechanical testing Steel fibers Steel testing Strain rate Stress-strain curves

作者机构:

  • [ 1 ] [Peng, Shuai]The Key Laboratory of Urban Security and Disaster Engineering Ministry of Education, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Li, Liang]The Key Laboratory of Urban Security and Disaster Engineering Ministry of Education, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Wu, Jun]The Key Laboratory of Urban Security and Disaster Engineering Ministry of Education, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Wu, Jun]School of Urban Railway Transportation, Shanghai University of Engineering Science, Shanghai; 201620, China
  • [ 5 ] [Jiang, Xiquan]Army Artillery and Air Defense Force Academy, Hefei; 230031, China
  • [ 6 ] [Du, Xiuli]The Key Laboratory of Urban Security and Disaster Engineering Ministry of Education, Beijing University of Technology, Beijing; 100124, China

通讯作者信息:

  • [li, liang]the key laboratory of urban security and disaster engineering ministry of education, beijing university of technology, beijing; 100124, china

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来源 :

Journal of Vibration and Shock

ISSN: 1000-3835

年份: 2019

期: 22

卷: 38

页码: 149-154

被引次数:

WoS核心集被引频次: 0

SCOPUS被引频次: 9

ESI高被引论文在榜: 0 展开所有

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