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Applied Mathematics and Mechanics

, Volume 22, Issue 4, pp 483–494 | Cite as

Studies on stress transference mechanism of steel fibre reinforced concrete

  • Yang You-fa
  • Xu Shao-qian
  • Zhong Zheng-hua
Article
  • 36 Downloads

Abstract

The stress transfer mechanism of steel fibre reinforced concrete is studied. The solutions for the stress and displacement were regarded as the superposition of “the elementary solutions” and “the improved solutions”. The elementary solutions were found by using two-dimensional elastic theory and the improved solutions were found by using the Love displacement function method. The calculated results indicate that the solutions possess good convergence. By comparing the three-dimensional solutions with the shear-lag solutions, evident difference may be found.

Key words

steel fiber reinforced concrete stress transference elastic theory CLC number O343.2 

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References

  1. [1]
    Choont Chon, Sun C T. Stress distribution along a short fibre in fibre reinforced plastics [J].Journal of Materials Science, 1988,15:931–938.CrossRefGoogle Scholar
  2. [2]
    FANG Dai-ning, ZHOU Chu-wei. Finite element analysis of micro-mechanics for mechanical behaviour of composite material[J].Advance in Mechanics, 1998,28(2):173–180. (in Chinese)Google Scholar

Copyright information

© Editorial Committee of Applied Mathematics and Mechanics 1980

Authors and Affiliations

  • Yang You-fa
    • 1
  • Xu Shao-qian
    • 1
  • Zhong Zheng-hua
    • 2
  1. 1.College of Architectural EngineeringChongqing UniversityChongquingP R China
  2. 2.Engineering Mechanics DepartmentHuman UniversityChangshaP R China

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