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Influence of Hybrid Steel Fibers on Interfacial Bond Performance Between Steel Fiber and Ultrahigh-performance Concrete
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Ping ZHU1, 2, Yanhai CHI1, Dutao YI1, Zhe ZHANG3, Xudong SHAO1
Journal of the Chinese Ceramic Society | 2020, 48(10) : 1669 - 1681
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Journal of the Chinese Ceramic Society | 2020, 48(10): 1669-1681
Influence of Hybrid Steel Fibers on Interfacial Bond Performance Between Steel Fiber and Ultrahigh-performance Concrete
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Ping ZHU1, 2, Yanhai CHI1, Dutao YI1, Zhe ZHANG3, Xudong SHAO1
Affiliations
  • 1.Key Laboratory for Wind and Bridge Engineering of Hunan Province, College of Civil Engineering, Hunan University, Changsha 410082, China
  • 2.State Key Laboratory of Advanced Design and Manufacture for Vehicle Body, Hunan University, Changsha 410082, China
  • 3.College of Civil Engineering, Hunan University of Technology, Zhuzhou 412007, Hunan, China

    • ZHU Ping (1977-), male, Ph.D., Lecturer. E-mail:

About Author:

ZHU Ping (1977-), male, Ph.D., Lecturer. E-mail:

Published: 2020-10-20 doi: 10.14062/j.issn.0454-5648.20200238
Outline
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The bonding performance of steel fibers (i.e., straight and hooked-end steel fibers) in hybrid steel fibers reinforced ultrahigh-performance concrete (UHPC) was investigated through single steel fiber pullout tests. Based on the load-displacement curves of steel fibers, the effects of hybrid steel fibers and their volume fraction on the bonding properties between hybrid steel fibers and UHPC were analyzed, and the correlation between the fiber-UHPC interfacial bonding properties and the compressive strength of UHPC was discussed. The pullout processes of steel fibers in hybrid steel fibers reinforced UHPC were clarified, and the pullout load-slip models of the straight and hooked-end steel fibers during the pullout processes were proposed. It is indicated that the hybrid of steel fibers could achieve an optimum interfacial bond performance between steel fibers and UHPC at the volume fraction of both straight and hooked-end steel fibers embedded in the UHPC matrix of 1%.

ultrahigh performance concrete  /  hybrid steel fibers  /  pullout behavior of steel fibers  /  bonding performance of the interface  /  pullout load-slip model
朱平, 池颜海, 易笃韬, 张哲, 邵旭东. 混杂钢纤维对钢纤维-超高性能混凝土界面黏结性能的影响. 硅酸盐学报, 2020 , 48 (10) : 1669 -1681 . DOI: 10.14062/j.issn.0454-5648.20200238
Ping ZHU, Yanhai CHI, Dutao YI, Zhe ZHANG, Xudong SHAO. Influence of Hybrid Steel Fibers on Interfacial Bond Performance Between Steel Fiber and Ultrahigh-performance Concrete[J]. Journal of the Chinese Ceramic Society, 2020 , 48 (10) : 1669 -1681 . DOI: 10.14062/j.issn.0454-5648.20200238
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Year 2020 volume 48 Issue 10
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Article Info
doi: 10.14062/j.issn.0454-5648.20200238
  • Receive Date：2020-04-02
  • Online Date：2026-10-29
  • Published：2020-10-20
Article Data
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History
  • Received：2020-04-02
  • Revised：2020-05-18
Funding
Affiliations
    1.Key Laboratory for Wind and Bridge Engineering of Hunan Province, College of Civil Engineering, Hunan University, Changsha 410082, China
    2.State Key Laboratory of Advanced Design and Manufacture for Vehicle Body, Hunan University, Changsha 410082, China
    3.College of Civil Engineering, Hunan University of Technology, Zhuzhou 412007, Hunan, China

Corresponding:

YI Dutao (1975-), male, Master, Engineer. E-mail:
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表12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
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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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