THE STUDY OF STRESS-STRAIN STATE OF CONCRETE BENDING ELEMENT REINFORCED WITH CONVENTIONAL REINFORCEMENT, WITH AMENDMENTS NO. 1 TO SNIP 2.03.01-84*

Authors

  • I. I. Kyrpa Dnipropetrovsk National University of Railway Transport named after Academician V. Lazaryan, Ukraine
  • P. O. Pshinko Dnipropetrovsk National University of Railway Transport named after Academician V. Lazaryan, Ukraine

DOI:

https://doi.org/10.15802/stp2009/13584

Keywords:

stress-deformyrovannoe status, zhelezobeton, bending element, armature

Abstract

This article presents the results of experimental-and-theoretical research of stressed-and-strained state of flexible ferro-concrete structural member provided with the conventional steel reinforcement and subjected to bending as per Modification № 1 to SNiP (construction regulations) 2.03.01-84*. Concrete and ferro-concrete structural members.

Author Biographies

I. I. Kyrpa, Dnipropetrovsk National University of Railway Transport named after Academician V. Lazaryan

I. I. Kyrpa

P. O. Pshinko, Dnipropetrovsk National University of Railway Transport named after Academician V. Lazaryan

P. O. Pshinko

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Published

2009-08-25

How to Cite

Kyrpa, I. I., & Pshinko, P. O. (2009). THE STUDY OF STRESS-STRAIN STATE OF CONCRETE BENDING ELEMENT REINFORCED WITH CONVENTIONAL REINFORCEMENT, WITH AMENDMENTS NO. 1 TO SNIP 2.03.01-84*. Science and Transport Progress. Bulletin of Dnipropetrovsk National University of Railway Transport, (28), 90–95. https://doi.org/10.15802/stp2009/13584

Issue

No. 28 (2009): ISSUE 28

Section

TRANSPORT CONSTRUCTION

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