Zobrazeno 1 - 10
of 30
pro vyhledávání: '"Laxmikant M. Gupta"'
Publikováno v:
Electronic Journal of Structural Engineering, Vol 19 (2019)
The state of the art of behaviour of Steel Castellated Beams is explain in this paper. The present research status of behavior of castellated beams is not mature and need much through study compared to beams without openings in the web. The existence
Externí odkaz:
https://doaj.org/article/2338e08aa0be4c8cb222637da5c999e8
Autor:
Jyoti V. Bhilawe, Laxmikant M. Gupta
Publikováno v:
Engineering Structures and Technologies, Vol 7, Iss 2 (2015)
This paper presents pin-ended compression tests on steel equal angles. Three nominal section sizes were tested. Detailed measurements of material properties, residual stresses, and geometrical imperfections were conducted. The pin ended specimens wer
Externí odkaz:
https://doaj.org/article/bc260d849ec64d0b91c50fa76572c8fb
Publikováno v:
Engineering Structures and Technologies, Vol 7, Iss 1 (2015)
Steel I-shaped beams with web openings of shapes like hexagonal, circular and rectangular at regular intervals have been used since last 60–70 years. Therefore aim of this paper is to examine the behaviour of steel I-beams with rectangular web open
Externí odkaz:
https://doaj.org/article/6a56fe4bee7f414c8fffc25d434ff757
Publikováno v:
Australian Journal of Structural Engineering. 24:24-35
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9a80a6b200290c2adbfaabbcbaee2c57
https://doi.org/10.1080/13287982.2022.2117319
https://doi.org/10.1080/13287982.2022.2117319
Publikováno v:
Materials Today: Proceedings. 56:82-87
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2c011556917f94714d4772295c7222b6
https://doi.org/10.1016/j.matpr.2021.12.177
https://doi.org/10.1016/j.matpr.2021.12.177
Autor:
Ganesh S. Gawande, Laxmikant M. Gupta
Publikováno v:
Materials Today: Proceedings.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0d92f771230fcc3e6c829e217da3a8c9
https://doi.org/10.1016/j.matpr.2023.03.480
https://doi.org/10.1016/j.matpr.2023.03.480
Publikováno v:
Asian Journal of Civil Engineering. 22:1157-1171
The typical failure mode of a welded single-angle tension member is a gross section failure. The rupture strength of the single angle tension member affected by the effect of shear lag. A full-scale test program on the welded single-angle specimens'
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2491a8a231eba6c6503f67882def06f1
https://doi.org/10.1007/s42107-021-00372-1
https://doi.org/10.1007/s42107-021-00372-1
Publikováno v:
International Journal of Steel Structures. 21:935-949
The typical failure of a welded single angle tension member is a gross section failure. The rupture strength of the single angle tension member is affected by the effect of shear lag. Full-scale tests on twenty-seven single angle specimens reported i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e1ed61f9bf891de898d1202db887c47b
https://doi.org/10.1007/s13296-021-00482-1
https://doi.org/10.1007/s13296-021-00482-1
Publikováno v:
Journal of The Institution of Engineers (India): Series A. 102:479-488
There is a common practice of providing openings in the hot-rolled steel section. The openings are provided normally along the neutral axis of the beam. Such beams are called castellated, cellular or perforated beams depending upon the shape of the o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1271bb02c27cb0c23177262221e5e16f
https://doi.org/10.1007/s40030-021-00516-1
https://doi.org/10.1007/s40030-021-00516-1
Publikováno v:
Practice Periodical on Structural Design and Construction. 27
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0639937f4ec46c5fc50c32efa45a5835
https://doi.org/10.1061/(asce)sc.1943-5576.0000688
https://doi.org/10.1061/(asce)sc.1943-5576.0000688