Zobrazeno 1 - 10
of 535
pro vyhledávání: '"G. A. Croll"'
Autor:
James G. A. Croll, Hongtao Wang
Publikováno v:
International Journal for Computational Methods in Engineering Science and Mechanics. 18:112-115
Over a period of more than 45 years, an extensive research program has allowed a series of very simple propositions, relating to the safe design of shells experiencing imperfection sensitive buckling, to be recast in the form of a series of lemmas. T
Autor:
James G A Croll
Publikováno v:
Civil Engineering Research Journal. 3
Publikováno v:
Thin-Walled Structures ISBN: 9781351077309
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::59cf95003db76a19c53a6b8a7daddc67
https://doi.org/10.1201/9781351077309-85
https://doi.org/10.1201/9781351077309-85
Autor:
J. G. A. Croll
Publikováno v:
Proceedings of the Institution of Civil Engineers - Transport. 162:127-140
Although recognised to be a factor in certain failures of pavements, there is evidence that alternations in solar energy may be contributing to considerably wider classes of pavement distress than is currently acknowledged. Restrained expansion or co
Autor:
Bubak, Matthew P.1 (AUTHOR), Davidyan, Arik1,2 (AUTHOR), O'Reilly, Colleen L.1 (AUTHOR), Mondal, Samim A.1 (AUTHOR), Keast, Jordan1 (AUTHOR), Doidge, Stephen M.1 (AUTHOR), Borowik, Agnieszka K.1 (AUTHOR), Taylor, Michael E.1 (AUTHOR), Volovičeva, Evelina1 (AUTHOR), Kinter, Michael T.1 (AUTHOR), Britton, Steven L.3,4 (AUTHOR), Koch, Lauren G.5 (AUTHOR), Stout, Michael B.1 (AUTHOR), Lewis, Tommy L.1 (AUTHOR), Miller, Benjamin F.1,6 (AUTHOR) benjamin-miller@omrf.org
Publikováno v:
Aging Cell. Sep2024, Vol. 23 Issue 9, p1-19. 19p.
Publikováno v:
The Proceedings of Design & Systems Conference. :298-301
Autor:
G. D. Gavrilenko, J. G. A. Croll
Publikováno v:
International Applied Mechanics. 40:715-743
The fundamentals of the reduced-stiffness method, which is used in buckling analysis of reinforced and perfect and imperfect nonreinforced shells, are set out. The method is validated analytically and experimentally. The lower bound determined by thi
Publikováno v:
Journal of Civil Engineering and Architecture. 6
Autor:
M. Kashani, J. G. A. Croll
Publikováno v:
Journal of Engineering Mechanics. 120:949-970
Elastic buckling of pressure-loaded spherical space domes is reinterpreted using a recently postulated \Ireduced-stiffness\N model. By means of extensive nonlinear numerical studies into the effects of geometric imperfections, over a range of practic
Autor:
Gun’ko, V. M.1 vlad_gunko@ukr.net, Turov, V. V.1
Publikováno v:
Chemistry, Physics & Technology of Surface / Khimiya, Fizyka ta Tekhnologiya Poverhni. 2024, Vol. 15 Issue 3, p313-327. 15p.