Zobrazeno 1 - 10
of 34
pro vyhledávání: '"Simon Schnabl"'
Autor:
Simon Schnabl, Igor Planinc
Publikováno v:
Latin American Journal of Solids and Structures, Vol 14, Iss 10, Pp 1837-1852
Abstract This paper presents an exact model for studying the global buckling of concrete-filled steel tubular (CFST) columns with compliant interfaces between the concrete core and steel tube. This model is then used to evaluate exact critical buckli
Externí odkaz:
https://doaj.org/article/b954f2baf7494300a0f5448bca78dfee
Publikováno v:
European Journal of Wood and Wood Products. 81:357-367
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4ec851051e40a8d0f772d84f39233400
https://doi.org/10.1007/s00107-022-01894-4
https://doi.org/10.1007/s00107-022-01894-4
Publikováno v:
Finite elements in analysis and design, vol. 220, 103936, pp. 1-14, 2023.
This paper presents the formulation of strain-based finite elements for modelling composite beams with finger joints considering slip between the layers. The finite elements are derived according to Reissner beam theory based on the modified principl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3b5cefa9304a014d9ae92513f53d2679
https://hdl.handle.net/20.500.12556/RUL-146451
https://hdl.handle.net/20.500.12556/RUL-146451
Publikováno v:
Acta Mechanica. 232:4405-4427
The paper presents the analytical model of a linear two-layer composite beam with partially debonded interlayer contact. The interlayer contact may be also locally fully debonded. The two-dimensional model is materially and geometrically linear, and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0fa12f3606d1ac3e8694b1507828bbfb
https://doi.org/10.1007/s00707-021-03061-x
https://doi.org/10.1007/s00707-021-03061-x
Autor:
Bojan Čas, Simon Schnabl
Publikováno v:
Journal of Mechanics of Materials and Structures. 15:499-509
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5d67a8f3bda57af4205721314baebb65
https://doi.org/10.2140/jomms.2020.15.499
https://doi.org/10.2140/jomms.2020.15.499
The effect of longitudinal cracks and interface adhesion on buckling of columns: analytical solution
Publikováno v:
Archive of Applied Mechanics. 89:1677-1689
This paper focuses on development of a new mathematical model and its analytical solution for the buckling analysis of elastic columns with preexisted longitudinal cracks and finite adhesion between the cracked sections. Consequently, the analytical
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::024132dcff06bde7f03e61a9f0c6de0c
https://doi.org/10.1007/s00419-019-01536-x
https://doi.org/10.1007/s00419-019-01536-x
Autor:
Igor Planinc, Simon Schnabl
Publikováno v:
Acta Mechanica. 230:909-928
This paper presents a new mathematical model for analytical investigation of global buckling behavior of slender concrete-filled steel tubular (CFST) columns with circumferential gaps and partial debonding between the concrete core and the steel tube
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::97003a72639aff1ff0d551c267028329
https://doi.org/10.1007/s00707-018-2322-0
https://doi.org/10.1007/s00707-018-2322-0
Publikováno v:
Engineering Structures. 173:269-282
This paper focuses on development of a new mathematical model and its analytical solution for the analysis of the mechanical behavior of geometrically and materially linear three-dimensional (3D) two-layer composite beams with interlayer slips betwee
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e00e7889831119c49ea6dcf943552efe
https://doi.org/10.1016/j.engstruct.2018.06.108
https://doi.org/10.1016/j.engstruct.2018.06.108
Autor:
Igor Planinc, Simon Schnabl
Publikováno v:
Archive of Applied Mechanics. 89:847-858
This paper focuses on development of a new mathematical model and its analytical solution for the buckling analysis of elastic longitudinally cracked columns with finite axial adhesion between the cracked sections. Consequently, the analytical soluti
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ec950f1f4be0650edb264d45cb6b9651
https://doi.org/10.1007/s00419-018-1426-2
https://doi.org/10.1007/s00419-018-1426-2
Publikováno v:
Journal of Constructional Steel Research. 115:252-262
This paper presents an efficient mathematical model for studying the global buckling behavior of concrete-filled steel tubular (CFST) columns with compliant interfaces. The present mathematical model is used to evaluate exact critical buckling loads
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c21ac6f06c66e8c3a05232d321920b88
https://doi.org/10.1016/j.jcsr.2015.08.035
https://doi.org/10.1016/j.jcsr.2015.08.035