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Strength Criteria for Concrete

  • C. L. D. Huang
  • Cui Lei
Conference paper

Summary

A new proposed third order polynomial strength criterion, based on tensorial function theory of continuum mechanics, has been used to determine the strength parameters for concrete. A straight-forward computer program to determine the parameters and plot the strength envelope has been developed. A favorable correlation between theoretical and experimental results is observed.

Keywords

Real Root Strength Parameter Strength Criterion Stress Space Strength Function 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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References

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Copyright information

© Springer Japan 1986

Authors and Affiliations

  • C. L. D. Huang
    • 1
  • Cui Lei
    • 2
  1. 1.Department of Mechanical EngineeringKansas State UniversityManhattanUSA
  2. 2.Department of Mechanical EngineeringInner Mongolia Engineering CollegeHuhehaots, Inner MongoliaChina

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