Zobrazeno 1 - 10
of 26
pro vyhledávání: '"Frantisek Bahleda"'
Publikováno v:
Materials, Vol 15, Iss 10, p 3583 (2022)
Ageing infrastructure leads to the need for a proper assessment and final decisions considering its state. In the case of prestressed concrete structures, knowledge of the residual state of prestressing is the crucial factor. Therefore, reliable diag
Externí odkaz:
https://doaj.org/article/d036a941ca8949ae8b7bd0f9a3c03258
Autor:
Marian Drusa, Ladislav Kais, Jozef Dubovan, Miroslav Markovic, Frantisek Bahleda, Martin Mecar
Publikováno v:
Sensors, Vol 21, Iss 19, p 6404 (2021)
In recent years, the technology of optical fibers has rapidly gained ground in many areas of science and industry, including the construction industry. In this article, the technology of optical fibers based on a fiber Bragg grating (FBG) was used to
Externí odkaz:
https://doaj.org/article/85bc44288983437fa0e914bac8bce690
Autor:
Jan Bujnak, Peter Michalek, Frantisek Bahleda, Stefania Grzeszczyk, Aneta Matuszek-Chmurowska, Arkadiusz Mordak
Publikováno v:
Materials, Vol 13, Iss 18, p 3954 (2020)
Reactive powder concrete (RPC), typically with higher compressive strength, is particularly attractive to structural engineers to apply them in infrastructures for enhancing their resistance under severe environments and loads. The main objective of
Externí odkaz:
https://doaj.org/article/66624f423071465eb3257bf2b3f8ccf5
Publikováno v:
Communications, Vol 15, Iss 3, Pp 107-111 (2013)
Headed stud shear connectors are commonly used to transfer longitudinal shear forces across the steel-concrete interface in composite structures. This paper is focused on the experimental and numerical study on the behaviour of this type of connector
Externí odkaz:
https://doaj.org/article/76a2bf25254b447e8b3863ceee80a6e1
Autor:
Jozef Vlček, Filip Gago, Ján Mihálik, František Malík, František Bahleda, Jozef Prokop, Martin Štefánik
Publikováno v:
Scientific Reports, Vol 14, Iss 1, Pp 1-14 (2024)
Abstract Dynamic compaction is a soil improvement technique which involves the repeated application of an impact load to a contact area of the soil surface induced by heavy weights. Experimental measurements were prepared for evaluation of the ground
Externí odkaz:
https://doaj.org/article/dab924b8ddff428cbff3790b306b035d
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783031325182
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4490138d0c074136cfa55fd2df9ec8a4
https://doi.org/10.1007/978-3-031-32519-9_13
https://doi.org/10.1007/978-3-031-32519-9_13
Publikováno v:
Materials; Volume 15; Issue 10; Pages: 3583
Ageing infrastructure leads to the need for a proper assessment and final decisions considering its state. In the case of prestressed concrete structures, knowledge of the residual state of prestressing is the crucial factor. Therefore, reliable diag
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::dcb54361e2648b0c8955af2f6045f54c
https://doi.org/10.3390/ma15103583
https://doi.org/10.3390/ma15103583
Publikováno v:
Polymers, Vol 16, Iss 8, p 1161 (2024)
This article presents the results of tests carried out to assess the condition of PP-modified concrete. The tests were carried out on samples previously stored at ambient temperature and exposed to temperatures corresponding to fire conditions—300
Externí odkaz:
https://doaj.org/article/f98a28e3e61a4b9ca5fa67daad21a7ff
Autor:
Jozef Gocál, Josef Vičan, Jaroslav Odrobiňák, Richard Hlinka, František Bahleda, Agnieszka Wdowiak-Postulak
Publikováno v:
Applied Sciences, Vol 14, Iss 7, p 3070 (2024)
In addition to traditional building materials, such as steel and concrete, wood has been gaining increasing prominence in recent years. In the past, the use of wood was limited due to its susceptibility to damage by fungi, insects, and temperature. T
Externí odkaz:
https://doaj.org/article/040e1326372346ccbd008807fe47a2c0
Publikováno v:
Applied Sciences, Vol 13, Iss 24, p 13178 (2023)
The use of composite precast or steel bars as reinforcements for timber beams is an important technique that can improve effectiveness or allow cross sections to be reduced. This paper presents experimental, theoretical, and numerical studies of full
Externí odkaz:
https://doaj.org/article/e1f7bdd8a2f5488694e96908cc2eb24c