THE ARTICLE CONSIDERS THE ACCOUNT FOR THE REINFORCED CONCRETE HOLLOW - SECTION ELEMENTS WITH NORMAL CRACKS IN TORSION

THE ARTICLE CONSIDERS THE ACCOUNT FOR THE REINFORCED CONCRETE HOLLOW - SECTION ELEMENTS WITH NORMAL CRACKS IN TORSION

The article is dealt with the methodology of determination of stressed-and-strained state for the reinforced concrete hollow-section elements with normal cracks as a result of torque rigidity. It is shown that the inflexibility of elements of bridges and frameworks influences significantly upon the...

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Bibliographic Details
Main Authors: T. N. Azizov, A. V. Melnik, A. S. Melnik
Format: Article
Language:English
Published: Dnipro National University of Railway Transport named after Academician V. Lazaryan 2010-03-01
Series:Nauka ta progres transportu
Subjects:
concrete elements of the hollow section with normal cracks
account
Online Access:http://stp.diit.edu.ua/article/view/13077/10960
Description
Summary:The article is dealt with the methodology of determination of stressed-and-strained state for the reinforced concrete hollow-section elements with normal cracks as a result of torque rigidity. It is shown that the inflexibility of elements of bridges and frameworks influences significantly upon the redistribution of efforts between them.
ISSN:2307-3489
2307-6666

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