Zobrazeno 1 - 10
of 13
pro vyhledávání: '"Jerzy K. Szlendak"'
Autor:
Jerzy K. Szlendak, Adrian Szpyrka
Publikováno v:
ce/papers. 4:929-936
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::aa49538a203973a307719ca734609adc
https://doi.org/10.1002/cepa.1380
https://doi.org/10.1002/cepa.1380
Autor:
Adrian Szpyrka, Jerzy K. Szlendak
Publikováno v:
Open Engineering, Vol 10, Iss 1, Pp 563-570 (2020)
The article presents concept of II generation N type RHS plug & play truss connection made in non-welded technology. Three connections of the representative truss are analyzed. Resistance calculations of these truss joints, using the component method
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::57dc8ca5d6a20148b04b49eae5f4d079
https://doi.org/10.1515/eng-2020-0056
https://doi.org/10.1515/eng-2020-0056
Publikováno v:
Open Engineering, Vol 10, Iss 1, Pp 705-711 (2020)
The paper estimated the effect of the distribution of edge and shear stresses occurring in the façade texture layer of three-layer walls of large slab panel buildings, as well as the variability of these stresses depending on the anchorage strength
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9088130a7acd39fe055860e8a847b46e
https://doi.org/10.1515/eng-2020-0079
https://doi.org/10.1515/eng-2020-0079
Autor:
Jerzy K. Szlendak
Publikováno v:
Journal of Constructional Steel Research. 159:574-583
This study aims to develop a procedure for predicting the static resistances of non-welded, laser-made T rectangular hollow section (RHS) joints, and estimations are provided, using the well-known beam-column I section joints component method for the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2db443c2bb7605e469f3f6296f2dcf41
https://doi.org/10.1016/j.jcsr.2019.05.005
https://doi.org/10.1016/j.jcsr.2019.05.005
Autor:
Marcin Gryniewicz, Jerzy K. Szlendak
Publikováno v:
System Safety: Human - Technical Facility - Environment. 1:299-306
In this paper, the results of a research on thin-plate single-lap connections are presented. Such type of connections is popular in steel roofs made of trapezoidal plates and other thin-walled elements. In case of a building safety it is necessary to
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::be215761330ed40f93899f26ac351118
https://doi.org/10.2478/czoto-2019-0039
https://doi.org/10.2478/czoto-2019-0039
Autor:
Marcin Gryniewicz, Jerzy K. Szlendak
Publikováno v:
Applied Mechanics and Materials. 797:19-26
Handmade sketches of different shapes roof structures, often with openings, are outlined on plain sheet of paper. Then, they are transformed by a 2D mesh generation and applied to FEM calculations. Algorithm where only main coordinates of nodes are u
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c0b82a38b933743060d7b9a6ea6a2af2
https://doi.org/10.4028/www.scientific.net/amm.797.19
https://doi.org/10.4028/www.scientific.net/amm.797.19
Publikováno v:
MATEC Web of Conferences, Vol 174, p 04012 (2018)
The goal of the article is to elaboration analytical models describing a new system of reinforcing three-layer walls of large-panel buildings with bonded anchors. The use of this type of fasteners that bond the façade texture layer to the structural
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::50767c6611f27f37fbb3aa9e66cf1751
https://doaj.org/article/3b486a61eb964af3add5ac039de4a8c7
https://doaj.org/article/3b486a61eb964af3add5ac039de4a8c7
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 471:052067
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::71926fc98fe25323d80fa35702b3c176
https://doi.org/10.1088/1757-899x/471/5/052067
https://doi.org/10.1088/1757-899x/471/5/052067
Autor:
Jerzy K. Szlendak, Piotr L. Oponowicz
Publikováno v:
Budownictwo i Architektura, Vol 12, Iss 2 (2013)
Research on resistance of truss N shape RHS joints is presented. Experimental evidence of such joint behaviour tested in natural scale is described. Geometry and material properties of the tested six connections are given. For each specimen axial-def
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::963a2e6ff7edcc5382e58238c9f8fccb
https://doi.org/10.35784/bud-arch.2156
https://doi.org/10.35784/bud-arch.2156
Autor:
Jerzy K. Szlendak, Piotr L. Oponowicz
Publikováno v:
Procedia Engineering. 57:1109-1120
Research on simple laser made T RHS joints is presented. Experimental evidence of such joint behaviour tested in natural scale is described. Geometry and material properties of tested connections are given. For each specimen axial-deflection curves a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2587d1f6fa0f2fe5a9c8b9daf0d410bb
https://doi.org/10.1016/j.proeng.2013.04.140
https://doi.org/10.1016/j.proeng.2013.04.140