Zobrazeno 1 - 10
of 16
pro vyhledávání: '"Vitaliy V. Degtyarev"'
Autor:
Stephen J. Hicks, Vitaliy V. Degtyarev
Publikováno v:
Data in Brief, Vol 50, Iss , Pp 109616- (2023)
This article describes a dataset with 464 push test results for studs welded within the ribs of profiled steel decking transverse to the supporting beams. The experimental data were collected from 30 publications dated from 1980 to 2017. The dataset
Externí odkaz:
https://doaj.org/article/6ebafc32f4f24a8f85dffe307a8e23f1
Publikováno v:
Structures. 46:186-200
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6e68adf03c19871145d957f7b632a173
https://doi.org/10.1016/j.istruc.2022.10.060
https://doi.org/10.1016/j.istruc.2022.10.060
Autor:
Vitaliy V. Degtyarev
Publikováno v:
Architecture, Structures and Construction. 1:3-20
Staggered rectangular perforations (slots) are provided in the webs of cold-formed steel (CFS) beams and columns to reduce their thermal conductivity and improve the energy efficiency of CFS buildings. The perforations adversely affect the structural
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2180266257f80c250360fb8c8adc9110
https://doi.org/10.1007/s44150-021-00001-0
https://doi.org/10.1007/s44150-021-00001-0
Publikováno v:
Thin-Walled Structures. 129:429-456
This paper presents results of a numerical finite element parametric study on elastic shear buckling and ultimate shear strength of cold-formed steel channels with longitudinally stiffened slotted webs. The following parameters were varied: channel h
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::79fffa749892d4df65be5c885908a605
https://doi.org/10.1016/j.tws.2018.05.001
https://doi.org/10.1016/j.tws.2018.05.001
Publikováno v:
Thin-Walled Structures. 119:211-223
This paper presents results of a numerical parametric study on the ultimate shear strength of cold-formed steel channels with flat slotted webs. The study was performed on nonlinear finite element models developed in ANSYS and validated against test
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b3eeac4e7cc55b3934bb050187ed7dd9
https://doi.org/10.1016/j.tws.2017.05.028
https://doi.org/10.1016/j.tws.2017.05.028
Publikováno v:
Thin-Walled Structures. 119:22-32
This paper presents results of a numerical parametric study on elastic shear buckling of cold-formed steel channels with flat slotted webs. The study was performed on finite element models developed in ANSYS and validated against test data. The effec
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2a7143326bf0e2c561a0939ba38cf946
https://doi.org/10.1016/j.tws.2017.05.026
https://doi.org/10.1016/j.tws.2017.05.026
Autor:
Vitaliy V. Degtyarev
Publikováno v:
Journal of Constructional Steel Research. 177:106443
Cold-formed steel channels are made with staggered courses of slots for reduced thermal conductivity and improved energy efficiency of cold-formed steel buildings. The reduced shear strength of the slotted channels must be accurately evaluated in the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a4ebee8cb5fcf0a90f8b59b634824b5b
https://doi.org/10.1016/j.jcsr.2020.106443
https://doi.org/10.1016/j.jcsr.2020.106443
Publikováno v:
Thin-Walled Structures. 103:183-198
This paper presents finite element models of cold-formed steel channels with solid and slotted webs subjected to shear. The models were created in ANSYS and validated against test data. The effects of boundary conditions on the elastic shear buckling
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fdf2a4c1c6f487dd1853fd28ceb112cd
https://doi.org/10.1016/j.tws.2016.02.016
https://doi.org/10.1016/j.tws.2016.02.016
Publikováno v:
Thin-Walled Structures. 102:30-42
This paper presents results of an experimental investigation on shear strength of cold-formed steel channels with slotted webs. Fifteen specimens with slotted webs and ten specimens with solid webs were tested in three-point bending. The channel web
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::36db41dad54ce348bd39854e94a764f0
https://doi.org/10.1016/j.tws.2016.01.012
https://doi.org/10.1016/j.tws.2016.01.012
Autor:
Vitaliy V. Degtyarev
Publikováno v:
Journal of Constructional Steel Research. 172:106241
Holes in steel roof decks are often provided to allow for the passage of services. Published information on structural properties and design methods of steel deck with holes is limited. To shed light on this topic, a numerical parametric study of the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::59100425d57173da5096e9354259dc1e
https://doi.org/10.1016/j.jcsr.2020.106241
https://doi.org/10.1016/j.jcsr.2020.106241