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THE STUDY OF STRESS-STRAIN STATE OF CONCRETE BENDING ELEMENT REINFORCED WITH CONVENTIONAL REINFORCEMENT, WITH AMENDMENTS NO. 1 TO SNIP 2.03.01-84*
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by
I. I. Kyrpa, P. O. Pshinko
Published
in Nauka ta Progres Transportu by Dnipro National University of Railway Transport named after Academician V. Lazaryan.
2009 Volume 28, p90-95
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.
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