Skip to main content
SpringerLink
Log in

Investigations of the dynamic strength and deformability of concrete in tension

  • Papers
  • Published:
Hydrotechnical Construction Aims and scope

Conclusions

  1. 1.

    The tensile strength of concrete increases with increase in the loading rate, the value of Kd.s being higher for saturated concrete than for dry.

  2. 2.

    The limit of extensibility for dry and saturated concrete is the same and does not depend on the loading rate in the range 3–3000 kg/(cm2.sec).

  3. 3.

    The magnitude of preliminary static compression of dry and saturated concrete does not affect the value of Kd.s. in tension.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Log in via an institution

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Institutional subscriptions

Similar content being viewed by others

Literature Cited

  1. O. P. Kvirikadze, Relation between Deformations of Concrete and Loading Rate [in Russian], Izd. Akad. Nauk. GruzSSR (1962).

    Google Scholar 

  2. Yu. M. Bazhenov, Concrete under Dynamic Loading [in Russian], Izd. Literatury po Stroitel'stvu, Moscow (1970).

    Google Scholar 

  3. A. V. Yashin, “Strength and deformation of concrete under different loading rates. Research Institute of Reinforced Concrete”, in: Effect of Static, Dynamic, and Multiple Loads on Concrete and Elements of Reinforced-Concrete Structures [in Russian], Stroiizdat, Moscow (1972).

    Google Scholar 

  4. I. L. Korchinskii, Dynamic Properties of Building Materials [in Russian], Stroiizdat, Moscow (1940).

    Google Scholar 

  5. T. Hatano and H. Tsutsumi, “Properties of concrete in the case of the dynamic application of a compressive load,” Technical Report S-6104 of the Central Research Institute of the Power Industry [Russian translation], Tokyo (1967).

  6. A. P. Kirillov and V. P. Melikov, “Development of a method for determining the deformation properties of material in tension,” in: Summaries of Reports at the 3rd All-Union Conference “Experimental Investigations of Engineering Structures” [in Russian] Novosibirsk, July 4–6, 1973.

  7. A. P. Kirillov and V. P. Melikov, “Deformation characteristics of cylindrical specimens, in shear tests,” NTDL Stroitel'stvo i Arkhitektura, Razdel B, No. 2 (1974).

  8. A. E. Sheikin and V. L. Nikolaev, “Electroplastic properties of concrete in tension,” Beton i Zhelezobeton, No. 9 (1959).

Download references

Authors
  1. A. P. Kirillov
    View author publications

    You can also search for this author in PubMed Google Scholar

  2. V. P. Melikov
    View author publications

    You can also search for this author in PubMed Google Scholar

Additional information

Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 10, pp. 21–24, October, 1975.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Kirillov, A.P., Melikov, V.P. Investigations of the dynamic strength and deformability of concrete in tension. Hydrotechnical Construction 9, 949–953 (1975). https://doi.org/10.1007/BF02378067

Download citation

  • Issue Date:

  • DOI: https://doi.org/10.1007/BF02378067

Keywords

Search

Navigation