Skip to main content
SpringerLink
Log in

Stress-strain state of massive reinforced-concrete members with main cracks

  • Research and Development
  • Published:
Hydrotechnical Construction Aims and scope

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

References

  1. L. P. Trapeznikov,Thermal Crack Resistance of Massive Concrete Structures [in Russian], Énergoatomizdat, Moscow (1986).

    Google Scholar 

  2. L. B. Maslov and V. V. Belov, “Use of the boundary element method in calculations of concrete and reinforced-concrete members with main cracks,” in:Proceedings of Conferences and Meetings on Hydraulic Engineering: Limit States of Concrete and Reinforced-Concrete Members of Power Structures [in Russian], VNIIG im. B. E. Vedeneeva, St. Petersburg (1994).

    Google Scholar 

  3. G. Rosati and C. Schum, “An identification procedure of fracture energy in concrete: mathematical modeling and experimental verification,”RILEM/EGF Proc. of International Conference, Noordwijk, Netherland (1991).

  4. V. P. Mitrofanov, Candidate Dissertation Abstract:Stress-Strain State, Strength, and Cracking of Reinforced-Concrete Members Under Transverse Bending [in Russian], Moscow (1981).

  5. P. G. Gambarova and M. Di Prisco,Behavior and Analysis of RC Structures Under Alternate Actions Inducing Inelastic Response, CEB-GTG22, Vol. 1, Ch. 5—Interphase Behavior, Wien (1991).

    Google Scholar 

  6. S. Dedi Poli, M. Di, Prisco, and P. G. Gambarova, “Shear response, deformations, and. subgrade stiffness of a dowel bar embedded in concrete,”ACI Struct. J.,89, No. 6, (1992).

  7. M. M. Kholmyanskii,Contact of Reinforcement with Concrete [in Russian], Stroiizdat, Moscow (1981).

    Google Scholar 

  8. V. V. Belov, “Interaction of bar reinforcement with concrete under longitudinal and transverse loading,” in:Proceedings of Conferences and Meetings on Hydraulic Engineering: Limit States of Concrete and Reinforced-Concrete Members of Power Structures [in Russian], VNIIG im. B. E. Vedeneeva, St. Petersburg (1994).

    Google Scholar 

Download references

Authors
  1. V. V. Belov
    View author publications

    You can also search for this author in PubMed Google Scholar

Additional information

Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 1, pp. 52–56, January, 1999.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Belov, V.V. Stress-strain state of massive reinforced-concrete members with main cracks. Hydrotechnical Construction 33, 59–65 (1999). https://doi.org/10.1007/BF02765204

Download citation

  • Issue Date:

  • DOI: https://doi.org/10.1007/BF02765204

Keywords

Search

Navigation