Zobrazeno 1 - 10
of 17
pro vyhledávání: '"Vasyl Karpiuk"'
Publikováno v:
Acta Polytechnica, Vol 61, Iss 6, Pp 703-721 (2021)
Experimental data on the bearing capacity of damaged reinforced concrete beams with the dimensions of 2000×200×100 mm, reinforced with prestressed metal casings, are presented. Damaging in the form of through normal and crossing inclined cracks, as
Externí odkaz:
https://doaj.org/article/c4a183c8dfd84a25a133377740cb1de7
Publikováno v:
Acta Polytechnica, Vol 61, Iss 5, Pp 633-643 (2021)
In order to study the cracking of prestressed reinforced concrete T-shaped beam structures, the authors planned and carried out a full-scale experiment with five variable factors. The following factors were chosen as variable factors: the relative sp
Externí odkaz:
https://doaj.org/article/69631f61eb1c40d0aa5209cf3f29d9b3
Publikováno v:
e-GFOS, Vol 8, Iss 15, Pp 59-74 (2017)
This article describes the study of reinforced concrete span bending structures under conditions of high-level cyclic loading. Previous studies on the development of physical models of bending reinforced concrete element fatigue resistance, cyclic ef
Externí odkaz:
https://doaj.org/article/a8b3187dc9fb40c4b3901ea01b8be047
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:
Materials Science Forum. 1006:149-157
The engineering method of analysis of pressure of a ground on flat walls is offered at presence of combine strip superficial loading in view of seismic influences. It is recommended to determine a situation of an internal slip surface dividing an ela
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::85037d244ef54dc3c6d7d0e33f27adcb
https://doi.org/10.4028/www.scientific.net/msf.1006.149
https://doi.org/10.4028/www.scientific.net/msf.1006.149
Publikováno v:
System Safety: Human - Technical Facility - Environment. 2:207-214
The paper deals with the working peculiarities of the support zones of reinforced concrete elements subject to bending with due account of the eccentric compression and tension. The authors performed simulation of the stress-strain behaviour of the i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::07171a4fa28e9fc593884fe7651f9cfe
https://doi.org/10.2478/czoto-2020-0025
https://doi.org/10.2478/czoto-2020-0025
Autor:
Iryna Karpiuk, Vasyl Karpiuk
Publikováno v:
Bases and Foundations. :56-64
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::44f1e3d9dffdd5f9f75e18c5a8cf2482
https://doi.org/10.32347/0475-1132.39.2019.56-64
https://doi.org/10.32347/0475-1132.39.2019.56-64
Publikováno v:
Materials Science Forum. 968:267-280
The paper studies the influence of various constructive factors on the parameters of design reliability and bearing capacity of span prestressed reinforced concrete structures. With the help of experimental design techniques and an effective software
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e7ef6d9437843f08051585cff5a24bc9
https://doi.org/10.4028/www.scientific.net/msf.968.267
https://doi.org/10.4028/www.scientific.net/msf.968.267
Publikováno v:
Materials Science Forum. 968:185-199
In the course of operation or armed hostilities the span r.c. structures are subject to substantial damage and considerable reduction of their bearing capacity, especially under low-cycle repeated loading. In this connection it becomes necessary to r
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::18f53a9b59d1a516685710b77c1b73c4
https://doi.org/10.4028/www.scientific.net/msf.968.185
https://doi.org/10.4028/www.scientific.net/msf.968.185
Publikováno v:
Eastern-European Journal of Enterprise Technologies, Vol 4, Iss 7 (106), Pp 42-53 (2020)
Experimental data of strength, deformability, and crack resistance of 2,000×200×100mm reinforced concrete and basalt-concrete beams are given. Longitudinal reinforcement consisted of 2 Ø14 A500C for reinforced concrete beams and 2 Ø14 BFRP (AKB80
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::746fc57d41f78b9309b17e4db206d888
https://zenodo.org/record/4011744
https://zenodo.org/record/4011744