Oleksandr Kozak 1*,
Oleksandr Zhuravskyi 2
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.
*Corresponding author: e-mail: firstname.lastname@example.org
Under a creative commons license. Volume 2, Issue 2, 2018, pages: 34-41.
Author Keywords: bearing capacity, inclined sections, post-tensioning, without adhesion.
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.
 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