Composite steel and concrete beams, I-beams are in the supercritical stage of concrete working, their strength’s analysis of normal sections

Authors

  • A. M. Pavlikov Poltava, national technical university named by A. Y. Kondratyuk, Ukraine
  • O. A. Krupchenko Poltava, national technical university named by A. Y. Kondratyuk, Ukraine

DOI:

https://doi.org/10.15802/stp2011/6886

Keywords:

reinforced concrete structures, normal section, concrete deformation, diagram

Abstract

The article deals with the procedure of strength calculation of normal section reinforced concrete structures; the procedure is based on the elective diagram of concrete deformation and is adapted to the calculation of still reinforced concrete beams. The experimental data comply with the theoretical ones.

Author Biographies

A. M. Pavlikov, Poltava, national technical university named by A. Y. Kondratyuk

А. М. Павліков

O. A. Krupchenko, Poltava, national technical university named by A. Y. Kondratyuk

О. А. Крупченко

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Published

2011-12-25

How to Cite

Pavlikov, A. M., & Krupchenko, O. A. (2011). Composite steel and concrete beams, I-beams are in the supercritical stage of concrete working, their strength’s analysis of normal sections. Science and Transport Progress, (39), 123–125. https://doi.org/10.15802/stp2011/6886

Issue

No. 39 (2011): ISSUE 39

Section

TRANSPORT CONSTRUCTION

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