Zobrazeno 1 - 10
of 27
pro vyhledávání: '"S.S. Bhavikatti"'
Autor:
S.S. Bhavikatti
Engineering Mechanics is a basic course taught to all engineering students in their first year. By going through this subject, students develop analytical skill of applying laws of mechanics to actual engineering problems. There are two approaches to
Autor:
S.S. Bhavikatti
Indian standard code of practice IS-456 for the design of plain and reinforced concrete was revised in the year 2000 to incorporate durability criteria in the design. As a result of it many codal provisions have been changed. Hence there is need to t
Publikováno v:
Materials Today: Proceedings. 46:1229-1234
The present work consists of development of an integrated deposition system comprising Physical Vapour Deposition (PVD) and Chemical Vapour Deposition (CVD) as sub systems aimed at achieving a wide range of thin film depositions. The detailed require
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::614a976abc54f4abfe37ba27132b568e
https://doi.org/10.1016/j.matpr.2021.02.069
https://doi.org/10.1016/j.matpr.2021.02.069
Autor:
V. Hosur, S.S. Bhavikatti
Publikováno v:
Computers & Structures. 58:1225-1231
A finite difference method assuming parabolic variation of contact pressure distribution is presented to obtain the influence lines for bending moments in beams on an elastic foundation. These influence lines can conveniently be used to find moments
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::055079c941bcf96091524178e4bbb71d
https://doi.org/10.1016/0045-7949(95)00219-7
https://doi.org/10.1016/0045-7949(95)00219-7
Autor:
T.K. Lakshmy, S.S. Bhavikatti
Publikováno v:
Computers & Structures. 57:125-130
Optimization of simply-supported symmetrical trough type folded plate roofs using improved move-limit method of sequential linear programming and sequential unconstrained minimization technique is discussed. Improved move-limit method of sequential l
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::67aa2927ed9ba5a3174530218246eb09
https://doi.org/10.1016/0045-7949(94)00598-w
https://doi.org/10.1016/0045-7949(94)00598-w
Autor:
S.S. Bhavikatti, C.V. Ramakrishnan
Publikováno v:
International Journal of Mechanical Sciences. 21:29-39
Optimum shape design of shoulder fillets in flat tension bars, round tension bars and at T -heads are considered by a mathematical programming method. The curved shape is defined by a general third degree function in the coordinates x and y which is
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::953c94a8a1f814b5bab9c7a43fc66a1e
https://doi.org/10.1016/0020-7403(79)90074-2
https://doi.org/10.1016/0020-7403(79)90074-2
Autor:
S.S. Bhavikatti, C.V. Ramakrishnan
Publikováno v:
Nuclear Engineering and Design. 49:255-262
Thick spherical pressure vessels are frequently used in nuclear structural applications. The design of the junction of pipe nozzles and vessels needs careful consideration. In this paper the optimum shape design of the junction is considered. Minimiz
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f235ba9db3e4a8ad0746e5b3967f2052
https://doi.org/10.1016/0029-5493(78)90149-8
https://doi.org/10.1016/0029-5493(78)90149-8
Autor:
S.S. Bhavikatti, C.V. Ramakrishnan
Publikováno v:
Computers & Structures. 11:397-401
This paper deals with optimum shape design of the rotating disks by nonlinear programming method. The shape of the cross section is defined by 5th degree polynomial which is completely determined by the boundary conditions and four design variables.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::28ca1155fb12d403afc79b65b4c09fd1
https://doi.org/10.1016/0045-7949(80)90105-4
https://doi.org/10.1016/0045-7949(80)90105-4
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Publikováno v:
IndraStra Global.
During the laying of an offshore pipeline from a lay barge, the suspended length between the stinger end of the lay barge and sea bed is subjected to significant bending moments. The maximum moment in the pipeline depends on horizontal tension and th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9fd0fb0798abcac6a102b3a5a6fdd165
http://hdl.handle.net/11717/2042
http://hdl.handle.net/11717/2042