MATEC Web Conf.
Volume 106, 2017International Science Conference SPbWOSCE-2016 “SMART City”
|Number of page(s)||7|
|Section||2 Buildings and Structures. Basement and foundations.|
|Published online||23 May 2017|
Investigation of reinforced concrete columns with recessed longitudinal rods without transverse reinforcement
1 Academy of Civil Engineering and Architecture Don State Technical University, 344022, Sotsialisticheskaya, 162, Rostov-on-Don, Russian Federation
2 Scientific Research Center “Design and Expertise”, 0022, Avan, First micro, 1/7-5, Yerevan, Armenia
* Corresponding author: firstname.lastname@example.org
The article deals with the feasibility of a significant increase in the thickness of the protective layer of longitudinal rods in compressed reinforced concrete columns. We describe the experimental data of the work of the reinforced concrete columns with recessed longitudinal reinforcement without transverse reinforcement. We provide a method for calculation of such structures and optimum parameters of the thickness of the protective layer on the criterion of maximum critical efforts.
© The Authors, published by EDP Sciences, 2017
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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