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

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

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*. C...

Full description

Bibliographic Details
Main Authors: I. I. Kyrpa, P. O. Pshinko
Format: Article
Language:English
Published: Ukrainian State University of Science and Technologies 2009-03-01
Series:Nauka ta progres transportu
Subjects:
stress-deformyrovannoe status
zhelezobeton
bending element
armature
Online Access:http://stp.diit.edu.ua/article/view/13584/11405

Internet

http://stp.diit.edu.ua/article/view/13584/11405

Similar Items