›› 2006, Vol. 27 ›› Issue (1): 151-154.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Study on a constitutive model of damage of SFRC under uniaxial compression

WANG Chun-lai, XU Bi-gen, LI Shu-lin, TANG Hai-yan   

  1. Changsha Institute of Mining Research, Changsha 410012, China
  • Received:2004-06-16 Online:2006-01-10 Published:2013-10-31

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Abstract: In light of the complexity of damage behaviour of the steel fiber reinforced concrete(SFRC) uniaxial compression, Weibull distribution phenomenological method and equivalent strain hypothesis theory were used to found the constitutive model of damage of SFRC. Based on experimental data, parameters of a constitutive model were established. The analytical results show that the given model can describe the mechanical capability of SFRC under uniaxial compression.

Key words: uniaxial, SFRC, damage, damage variable, constitutive model

CLC Number: 

  • TU 528.27
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
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