Experimental research of the influence of curved reinforcement steel without adhesion to the concrete on the bearing capacity of inclined sections at posttensioning.
1,2Department of Reinforced Concrete and Stone Structures of Kyiv National University of Construction and Architecture, Povitroflotskyi Avenue, 31, Kyiv, 03680, Ukraine
Received: 04/25/2018, Accepted: 06/20/2018, Available online: 06/30/2018.
DOI: https://doi.org/10.32557/useful-2-2-2018-0004
HDL: http://hdl.handle.net/20.500.12334/19
*Corresponding author: e-mail: 130788kozak@gmail.com
Under a creative commons license. Volume 2, Issue 2, 2018, pages: 34-41.
Author Keywords: bearing capacity, inclined sections, post-tensioning, without adhesion.
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.
References
[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.
[6] Murashko L.A., Koliakova V.M., Smorkalov D.V. Calculations of strength of cross sections of normal and inclined to axial axis bent reinforced concrete elements according to DBN C.2.6- 98:2009: Textbook.-K:KNUCA, 2012.- 62 p.
Please cite as: O. Kozak, O.Zhuravskyi “Experimental research of the influence of curved reinforcement steel without adhesion to the concrete on the bearing capacity of inclined sections at posttensioning.” USEFUL online journal, vol. 2, no. 2, pp. 34–41, June 2018. DOI: https://doi.org/10.32557/useful-2-2-2018-0004