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Author:

Cui, Tao (Cui, Tao.) | He, Haoxiang (He, Haoxiang.) (Scholars:何浩祥) | Yan, Weiming (Yan, Weiming.) (Scholars:闫维明) | Qian, Zengzhi (Qian, Zengzhi.) | Zhou, Daxing (Zhou, Daxing.)

Indexed by:

EI Scopus PKU CSCD

Abstract:

In order to investigate the constitutive model and damage evolution rule of hybrid fiber reinforced cementitious composites (HFRCC), the damage constitutive model of specimens mixed with steel-PP and PVA-PP hybrid fibers was studied by statistical method and energy method. By introducing damage variable correction coefficient, the statistical method was optimized, method of energy based on SIR model and code for design of concrete structures were used respectively to derive damage constitutive model and parameters calculation formula. Its physical meaning was also discussed and uniaxial compression tests were conducted to verify the accuracy of the model. The results show that the statistical method of stress-strain curve agree well with the test results at low strain, deviation appears when strain turns large, calculate results is more accurate after the damage deformation correction coefficient is introduced, calculate results of energy method based on the SIR model in high precision and can show the residual stress under high strain. The two methods can be used to calculate the compression damage constitutive model of hybrid fiber concrete, which can be applied in engineering. © 2019, Materials Review Magazine. All right reserved.

Keyword:

Reinforcement Stress-strain curves Steel fibers Compression testing Statistical methods Concretes Reinforced plastics Constitutive models

Author Community:

  • [ 1 ] [Cui, Tao]Beijing Laboratory of Earthquake Engineering and Structure Retrofit, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [He, Haoxiang]Beijing Laboratory of Earthquake Engineering and Structure Retrofit, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Yan, Weiming]Beijing Laboratory of Earthquake Engineering and Structure Retrofit, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Qian, Zengzhi]China Railway Construction Group Co., Ltd., Beijing; 100040, China
  • [ 5 ] [Zhou, Daxing]China Railway Construction Group Co., Ltd., Beijing; 100040, China

Reprint Author's Address:

  • 何浩祥

    [he, haoxiang]beijing laboratory of earthquake engineering and structure retrofit, beijing university of technology, beijing; 100124, china

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Source :

Materials Reports

ISSN: 1005-023X

Year: 2019

Issue: 10

Volume: 33

Page: 3413-3418

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 4

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 10

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