Zobrazeno 1 - 10
of 42
pro vyhledávání: '"Ireneusz Kreja"'
Publikováno v:
Advances in Materials Science and Engineering, Vol 2016 (2016)
Externí odkaz:
https://doaj.org/article/f1e4f808c0d246c9af5ea074d3cf677e
Publikováno v:
Journal of Civil Engineering and Management, Vol 11, Iss 1 (2005)
Sensitivity analysis of beams and frames assembled of thinâ€walled members is presented within the adjoint approach. Static loads and structures composed of thinâ€walled members with the bisymmetrical open crossâ€section are considered. The
Externí odkaz:
https://doaj.org/article/d2d26fbb926043188c6a98d6ecfea850
Publikováno v:
Journal of Civil Engineering and Management, Vol 10, Iss 2 (2004)
A concept of a beam superelement is suggested as a new tool in the static analysis of structures made of thinâ€walled members. This proposal seems to be especially attractive for treating the problems where the existing oneâ€dimensional models
Externí odkaz:
https://doaj.org/article/39133998f2144c14ab15c08f0168dcc4
Autor:
IRENEUSZ KREJA, CZESŁAW SZYMCZAK
Publikováno v:
TASK Quarterly, Vol 6, Iss 3 (2002)
A new approach to numerical simulation of behavior of thin-walled beams of open crosssection with some warping stiffeners is presented. The structure model consists of one-dimensional finite elements described by the standard theory of thin-walled be
Externí odkaz:
https://doaj.org/article/5c5a025f2f554fb68f06a6499288c544
Publikováno v:
Materials
Volume 14
Issue 17
Materials, Vol 14, Iss 5043, p 5043 (2021)
Volume 14
Issue 17
Materials, Vol 14, Iss 5043, p 5043 (2021)
This paper deals with the local loss of stability (wrinkling) problem of a thin facing of a sandwich panel. Classical solutions to the problem of a facing instability resting on a homogeneous and isotropic substructure (a core) are compared. The rela
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1a2eff3f86aef5ecc7022e26f5099d0c
Publikováno v:
Materials, Vol 14, Iss 3030, p 3030 (2021)
Materials
Volume 14
Issue 11
Materials
Volume 14
Issue 11
Edgewise compression response of a composite structural insulated panel (CSIP) with magnesium oxide board facings was investigated. The discussed CSIP is a novel multifunctional sandwich panel introduced to the housing industry as a part of the wall,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d42a9ac79c2e543143383f9780ab52c1
https://www.mdpi.com/1996-1944/14/11/3030
https://www.mdpi.com/1996-1944/14/11/3030
Autor:
Budkowska, B. B., Ireneusz Kreja
Publikováno v:
Scopus-Elsevier
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e7b91c565e91d06a30c31f87041a5e4a
https://doi.org/10.1201/9781003078548-47
https://doi.org/10.1201/9781003078548-47
Publikováno v:
Archives of Civil and Mechanical Engineering. 20
The current report is devoted to the flexural analysis of a composite structural insulated panel (CSIP) with magnesium oxide board facings and expanded polystyrene (EPS) core, that was recently introduced to the building industry. An advanced nonline
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c774f0e1e921d2f576533a7e2b9e9a65
https://doi.org/10.1007/s43452-020-00109-y
https://doi.org/10.1007/s43452-020-00109-y
Autor:
Ireneusz Kreja, Agnieszka Sabik
Publikováno v:
International Journal of Structural Stability and Dynamics. 20:2043008
The performance of selected equivalent single-layer (ESL) models is evaluated within several classical benchmark tests for small amplitude free vibration analysis of multi-layered plates. The authors elaborated their own Finite Element software based
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::93da3b03b4ff8a6ec5b9cf03231735e0
https://doi.org/10.1142/s0219455420430087
https://doi.org/10.1142/s0219455420430087
Autor:
Ireneusz Kreja, Agnieszka Sabik
Publikováno v:
Composite Structures. 130:37-43
Geometrically nonlinear FEM analysis of multilayered composite plates and shells is performed in order to resolve the stability problem of the structures being under the influence of temperature field. The Riks–Wempner–Ramm algorithm with a speci
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1e39b709f520f1b32c85fc3836898442
https://doi.org/10.1016/j.compstruct.2015.04.024
https://doi.org/10.1016/j.compstruct.2015.04.024