Zobrazeno 1 - 10
of 20
pro vyhledávání: '"Maciej Kożuch"'
Autor:
Maciej Kożuch, Łukasz Skretkowicz
Publikováno v:
Archives of Civil Engineering, Vol vol. 69, Iss No 4, Pp 205-226 (2023)
Investigation on the behaviour of hybrid beams is presented. Hybrid beam stands for an element with hybrid cross sections. This means sections that consist of steel and concrete parts, connected together with composite dowels, and both are considered
Externí odkaz:
https://doaj.org/article/4e1f7df07a674977bbea27f2b906cfef
Autor:
Maciej Kożuch, Łukasz Skrętkowicz
Publikováno v:
Studia Geotechnica et Mechanica. 44:317-332
Investigation on the behaviour of a hybrid beam is presented. Hybrid beam stands for an element with hybrid cross sections. This means sections that consist of steel and concrete parts, connected together with composite dowels, and both are considere
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a59a45521efd625b005dc552da07b58b
https://doi.org/10.2478/sgem-2022-0023
https://doi.org/10.2478/sgem-2022-0023
Autor:
Krzysztof Topolewicz, Wojciech Ochojski, Andrzej Radziecki, Maciej Kożuch, Radosław Sęk, Wojciech Lorenc, Tomasz Kaczmarek, Tymon Galewski
Publikováno v:
Steel Construction. 13:271-279
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9545c163e011476a2a7c5c40a152dad3
https://doi.org/10.1002/stco.202000034
https://doi.org/10.1002/stco.202000034
Publikováno v:
BUILDER. 273:64-67
W artykule przedstawiono stan przedawaryjny dźwigara kratowego budynku maszynowni. Przeprowadzono dyskusję na temat zasadności zastosowania obudowy z blachy trapezowej jako elementu konstrukcyjnego. Rozważania te oparto na podstawie symulacji num
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c05073a7527720b0dd9a7e11d944f117
https://doi.org/10.5604/01.3001.0013.8783
https://doi.org/10.5604/01.3001.0013.8783
Publikováno v:
Steel Construction. 11:196-204
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a6a22a72fc394e38c83aa6f6f74b4e9a
https://doi.org/10.1002/stco.201800009
https://doi.org/10.1002/stco.201800009
Publikováno v:
Civil and Environmental Engineering Reports, Vol 25, Iss 2, Pp 137-146 (2017)
The problem of transition zone of structural steel element connected to concrete is discussed in the following paper. This zone may be located for instance in specific bridge composite girder. In such case the composite beam passes smoothly into conc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e78cd8617011ec9e4253a9fdd6b53a90
https://doaj.org/article/2fccf131e0904b159d6f8c5aaf5aacbe
https://doaj.org/article/2fccf131e0904b159d6f8c5aaf5aacbe
Autor:
S. Rowiński, Maciej Kożuch
Publikováno v:
Steel Construction. 9:107-114
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b74c7975edd1ae155eb862a7e926dcc9
https://doi.org/10.1002/stco.201610019
https://doi.org/10.1002/stco.201610019
Autor:
Maciej Kożuch, Wojciech Lorenc
Publikováno v:
Journal of Constructional Steel Research. 167:105962
Investigations leading to an evaluation of the ultimate strength of a clothoid-shaped continuous shear connection are presented. This paper follows a study by the authors, in which the behaviour of puzzle-shaped composite dowels was evaluated. Owing
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2deabad1f9690abd7862f5aa5d30828f
https://doi.org/10.1016/j.jcsr.2020.105962
https://doi.org/10.1016/j.jcsr.2020.105962
Publikováno v:
Journal of Constructional Steel Research. 101:482-499
An innovative form of shear connection effected through puzzle-shaped (PZ) composite dowels is studied by means of full scale push-out tests (POST). 19 specimens were subjected to a programme of destructive tests focused on the load bearing capacity
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::62dcfe6f2f3039ca2642d51cd7419194
https://doi.org/10.1016/j.jcsr.2014.05.013
https://doi.org/10.1016/j.jcsr.2014.05.013
Publikováno v:
Journal of Constructional Steel Research. 101:500-518
Theoretical investigations of an innovative form of shear connection with puzzle-shaped composite dowels PZ300/100 are presented on the basis of the experimental study outlined in the companion paper — Part I: experimental study. Detailed FEM compu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8a7949503d25600a708a17deb11859bb
https://doi.org/10.1016/j.jcsr.2014.05.012
https://doi.org/10.1016/j.jcsr.2014.05.012