Experimental research of the influence of curved reinforcement steel without adhesion to the concrete on the bearing capacity of inclined sections at post-tensioning.-Reference-Cited by-同舟云学术

Experimental research of the influence of curved reinforcement steel without adhesion to the concrete on the bearing capacity of inclined sections at post-tensioning.

Published:2018-06-30 Issue:2 Volume:2 Page:34-41
ISSN:2639-8044
Container-title:USEFUL
language:
Short-container-title:UJ

Author:

Kozak Oleksandr¹^ORCID,Zhuravskyi Oleksandr¹^ORCID

Affiliation:

1. Kyiv National University of Construction and Architecture, 31, Povitroflotsky Avenue, Kyiv, 03680, Ukraine

Abstract

The results of experimental research of the strength of inclined sections of monolithic frames and continuous beams with pre-tensioned (without adhesion to the concrete) curved reinforcement steel with post-tensioning are presented in the article.

Publisher

USEFUL ACADEMY OF ENGINEERING AND COMPUTER SCIENCE INC.

Link

https://www.dropbox.com/s/x6fxqngxhgrka82/2-2-2018-0004-zhuravskiy.pdf?dl=0

Reference6 articles.

1. DBN C.2.6.-98:2009. Designs of buildings and structures. Concrete and reinforced concrete constructions. Main principles.

2. DSTU B C.2.6.-156:2010. Designs of houses and buildings. Concrete and reinforced concrete constructions from heavy concrete. Design rules. The ministry of regional development of Ukraine. K:2011.

3. EN 1992-1-1-2004: Eurocode 2: Design of concrete structures.-Part 1-1: General rules and rules for buildings.

4. ACI 318-95 Building Code Requirements for Structural Concrete.

5. JV 52-101-2003. Concrete and reinforced concrete structures without pre-tension. M. 2003.

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