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Effect of the Loading rate on the Tensile strength of Concrete

Published online by Cambridge University Press:  25 February 2011

Michal A. Glinicki*
Affiliation:
Institute of Fundamental Technological Research, Polish Academy of Sciences, Swietokrzyska 21, 00-049 Warsaw, Poland
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Extract

The knowledge of the loading rate influence on the tensile strength of concrete is of considerable importance in engineering practice. The safety of several concrete structures subjected to impact and impulsive loads is often controlled by the tensile strength and stress-strain behaviour because these properties greatly influence the cracking of concrete, bond properties of reinforcing steel and behaviour under shear forces.

Type
Articles
Copyright
Copyright © Materials Research Society 1986

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References

REFERENCES

1. Suaris, W., Shah, S.P. Mechanical properties of materials subject to impact. Introd. Report Intern. Symp. Concrete structures under impact and impulsive loading. Berlin, 1982, 3362.Google Scholar
2. Reinhardt, H.W. Tensile fracture of concrete at high rates of loading. NATO Advanced Research Workshop on Application of fracture mechanics to cementitious materials. Evanston, 1984, 413439.Google Scholar
3. Kormeling, H.A., Zielinski, A.J., Reinhardt, H.W. Experiments of concrete under single and repeated uniaxial impact tensile loading. Stevin Laboratory Report 5-80-3, Delft University of Technology, Delft, 1981.Google Scholar
4. Tinic, C., Bruhwiler, E. Effect of compressive loads on the tensile strength of concrete at high strain rates. Inter. J. Cement Compos. and Lighw. Concr. 7 /2/, 103108 /1985/.Google Scholar
5. Mihashi, H. A stochastic theory for fracture of concrete. in: Fracture mechanics of concrete, edited by Wittmann, F.H. /Elsevier, Amsterdam, 1983/, 301339.Google Scholar
6. Zielinski, A.D. Model for tensile fracture of concrete at high rates of loading. Cement and Concrete Res. 14 ,215224, 1984.Google Scholar
7. Suaris, W., Shah, S.P. Rate-sensitive damage theory for brittle solids. J. Engr. Hech.,Proc. ASCE 110/6/,985997 /1984/.CrossRefGoogle Scholar