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

I. I. Kyrpa; P. O. Pshinko

Nauka ta progres transportu (Mar 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*

I. I. Kyrpa,
P. O. Pshinko

Affiliations

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

Journal volume & issue: Vol. 28
pp. 90 – 95

Abstract

Read online

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.

Published in Nauka ta progres transportu

ISSN: 2307-3489 (Print); 2307-6666 (Online)
Publisher: Dnipro National University of Railway Transport named after Academician V. Lazaryan
Country of publisher: Ukraine
LCC subjects: Technology: Engineering (General). Civil engineering (General): Transportation engineering
Website: http://stp.diit.edu.ua/

About the journal

Abstract

Keywords