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Zobrazeno 1 - 10 of 26 pro vyhledávání: '"Pavlo Vegera"'
1
Akademický článek
A Calculation Model for Determining the Bearing Capacity of Strengthened Reinforced Concrete Beams on the Shear
Autor: Zeljko Kos, Zinovii Blikharskyi, Pavlo Vegera, Iryna Grynyova
Publikováno v: Applied Sciences, Vol 13, Iss 8, p 4658 (2023)
This article presents research on the bearing capacity and methods of calculating reinforced concrete beams on the shear without internal shear reinforcement, which are strengthened with a composite FRCM system. The test samples were divided into two
Externí odkaz: https://doaj.org/article/3559d789c548413ba345e2127fc44d2c
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2
Investigation of defective reinforced concrete beams with obtained damage of compressed area of concrete
Autor: Zinoviy Blikharskyy, Maksym Lobodanov, Pavlo Vegera
Publikováno v: Production Engineering Archives. 28:225-232
In the building industry, it is a frequent cause of damage to elements at different stages: during transportation, operation, installation, etc. Since replacing an element is not always possible due to various circumstances, it entails significant fi
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::4b46368857445ce6a4aed7478ea1d934
https://doi.org/10.30657/pea.2022.28.27
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3
THEORETICAL ANALYSIS AND EXPERIMENTAL INVESTIGATION OF THE DEFECTS IN THE COMPRESSED ZONE OF THE REINFORCED CONCRETE ELEMENTS
Autor: Pavlo Vegera, Maksym Lobodanov
Publikováno v: Theory and Building Practice. 2022:94-102
Due to economic trends in the building industry, the investigation of the residual bearing capacity of reinforced concrete elements has been receiving more and more attention in recent years. Studying the effect of damage on the bearing capacity of r
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::a272dfa79d876e8827b4956bfc28b91b
https://doi.org/10.23939/jtbp2022.01.094
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4
Stress-strain state of damaged reinforced concrete bended elements at operational load level
Autor: Zinoviy Blikharskyy, Pavlo Vegera, Nadiia Kopiika, Rostyslav Vashkevych
Publikováno v: Production Engineering Archives. 27:242-247
Each structure is exposed to different influences during operation. As a result, there are various defects and damages of these elements that affect their safe operation. The article presents the results of experimental studies of reinforced concrete
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::dc8d0157dd3ec5467cafeb001ada7a90
https://doi.org/10.30657/pea.2021.27.32
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5
Development methodology of determinating residual carrying capacity of reinforced concrete beams with damages tensile reinforcement which occurred during loading
Autor: Pavlo Vegera, Rostyslav Vashkevych, Yaroslav Blikharskyy, Roman Khmil
Publikováno v: Eastern-European Journal of Enterprise Technologies, Vol 4, Iss 7(112), Pp 6-17 (2021)
This paper reports the improved and verified procedure for calculating reinforced concrete beams affected by damage to stretched reinforcement when loaded. The main results from testing the reinforced concrete beams with damage in the stretched zone
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6327d94b2314be881b78f65a3a62f087
https://doi.org/10.15587/1729-4061.2021.237954
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6
Bearing Capacity of Reinforced Concrete Beams with Damages in the Compressed Area Obtained Before the Workload of 50–70%
Autor: Maksym Lobodanov, Zinoviy Blikharskyy, Pavlo Vegera, Taras Shnal, Andrii Karpushyn
Publikováno v: Lecture Notes in Civil Engineering ISBN: 9783031141409
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::40a0301dd2bc2152d3be76715ea3ac28
https://doi.org/10.1007/978-3-031-14141-6_24
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7
Design Reliability of the Bearing Capacity of the Reinforced Concrete Structures on the Shear
Autor: Olha Ahaieva, Pavlo Vegera, Vasyl Karpiuk, Oleksandr Posternak
Publikováno v: Lecture Notes in Civil Engineering ISBN: 9783031141409
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::aae91bbcb07b4c4bb0c5b3eaa56aa81d
https://doi.org/10.1007/978-3-031-14141-6_1
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8
Improvement Method of Calculation Reinforced Concrete Beams on the Shear Strengthened FRCM System
Autor: Zinoviy Blikharskyy, Rostyslav Vashkevych, Pavlo Vegera, Roman Khmil
Publikováno v: System Safety: Human - Technical Facility - Environment. 2:215-222
Determination of shear-load-bearing capacity of reinforced concrete beams (according to the current normative documents), comprises particular recommended values, which do not depend on the parameters of the sample or load. This article describes the
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::cc8b0d140b50a9dd8db068080dd22b70
https://doi.org/10.2478/czoto-2020-0026
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9
Comparison Crack Resistance of RC Beams with and without Transverse Reinforcement after Shear Testing
Autor: Rostyslav Vashkevych, Pavlo Vegera, Roman Khmil, Zinoviy Blickharskyy
Publikováno v: Quality Production Improvement - QPI. 1:342-349
Main parameters, which characterize shear strength, are crack distribution, width of diagonal crack opening and angle of inclined crack. There are in this article, comparison crack resistant of testing reinforced concrete (RC) beams on the shear with
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::715e043f57ce471ec8496dd92df9ac69
https://doi.org/10.2478/cqpi-2019-0046
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10
Influence analysis of the main types of defects and damages on bearing capacity in reinforced concrete elements and their research methods
Autor: Zinoviy Blikharskyy, Maksym Lobodanov, Pavlo Vegera
Publikováno v: Production Engineering Archives. 22:24-29
In current economic trends, changes in construction using are required. It usually leads to changes in value and type of the working load on building structures, with the requirement to rate the technical state and replace or strengthen the elements.
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::47be7deea815f36ed1e6b2190bc56815
https://doi.org/10.30657/pea.2019.22.05
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