THE ARTICLE CONSIDERS THE ACCOUNT FOR THE REINFORCED CONCRETE HOLLOW - SECTION ELEMENTS WITH NORMAL CRACKS IN TORSION

Authors

  • T. N. Azizov Pavlo Tychyna Uman State Univercity, Ukraine
  • A. V. Melnik Pavlo Tychyna Uman State Univercity, Ukraine
  • A. S. Melnik Pavlo Tychyna Uman State Univercity, Ukraine

DOI:

https://doi.org/10.15802/stp2010/13077

Keywords:

concrete elements of the hollow section with normal cracks, account

Abstract

The article is dealt with the methodology of determination of stressed-and-strained state for the reinforced concrete hollow-section elements with normal cracks as a result of torque rigidity. It is shown that the inflexibility of elements of bridges and frameworks influences significantly upon the redistribution of efforts between them.

Author Biographies

T. N. Azizov, Pavlo Tychyna Uman State Univercity

T. N. Azizov

A. V. Melnik, Pavlo Tychyna Uman State Univercity

A. V. Melnik

A. S. Melnik, Pavlo Tychyna Uman State Univercity

A. S. Melnik

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Published

2010-08-25

How to Cite

Azizov, T. N., Melnik, A. V., & Melnik, A. S. (2010). THE ARTICLE CONSIDERS THE ACCOUNT FOR THE REINFORCED CONCRETE HOLLOW - SECTION ELEMENTS WITH NORMAL CRACKS IN TORSION. Science and Transport Progress, (33), 10–14. https://doi.org/10.15802/stp2010/13077

Issue

No. 33 (2010): ISSUE 33

Section

TRANSPORT CONSTRUCTION

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