Skip to main content
SpringerLink
Log in

Calculation of structures with an inclined face

  • Experience in Operating Hydraulic Structures and Equipment of Hydroelectric Stations
  • Published:
Hydrotechnical Construction Aims and scope

Conclusions

  1. 1.

    The effect of an inclined face on the stress state of concrete and reinforcedconcrete members was investigated. It was established that shear stresses are a function not only of the transverse force but also of the bending moment and slope angle of the face.

  2. 2.

    Calculations showed that the presence of an inclined face favorably affects the character of the distribution of shear and principal tensile stresses, as a result of which it is possible to reduce the amount of reinforcement installed for absorbing the principal tensile stresses.

  3. 3.

    It is recommended to supplement the points of the design standards related to calculation of members on the basis of principal tensile stresses with respect to consideration of the effects of the slope of the face for the appropriate class of members.

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. SNiP 2.03.01-84, Building Codes. Concrete and Reinforced-Concrete Structures [in Russian], Gosstroi SSSR, Moscow (1985).

  2. SNiP 2.06.08-87, Building Codes. Concrete and Reinforced-Concrete Members of Hydraulic Structures [in Russian], Gosstroi SSSR, Moscow (1987).

  3. A. S. Zalesov and S. E. Lisichkin, “Evaluation of the strength of reinforced-concrete members on the basis of secondary stress fields,” Gidrotekh. Stroit., No. 3 (1990).

  4. S. E. Lisichkin and O. B. Lyapin, “Transverse reinforcement of massive members of power structures,” Énerg. Stroit., No. 11 (1989).

  5. S. E. Lisichkin, Use of Solutions of Classical Engineering Problems for Analyzing the Stress State of Massive Reinforced-Concrete Members [in Russian], Dep. Informénergo, September 8, 1989, No. 3112-ÉN-89.

Download references

Authors
  1. A. S. Zalesov
    View author publications

    You can also search for this author in PubMed Google Scholar

  2. S. E. Lisichkin
    View author publications

    You can also search for this author in PubMed Google Scholar

Additional information

Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 6, pp. 48–50, June, 1992.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Zalesov, A.S., Lisichkin, S.E. Calculation of structures with an inclined face. Hydrotechnical Construction 26, 383–387 (1992). https://doi.org/10.1007/BF01545622

Download citation

  • Issue Date:

  • DOI: https://doi.org/10.1007/BF01545622

Keywords

Search

Navigation