Zobrazeno 1 - 10
of 26
pro vyhledávání: '"Pavlo Vegera"'
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
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
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
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
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
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
https://doi.org/10.1007/978-3-031-14141-6_24
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
https://doi.org/10.1007/978-3-031-14141-6_1
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
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
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.