Zobrazeno 1 - 10
of 11
pro vyhledávání: '"G. R. Gandhe"'
Publikováno v:
Indian Journal of Science and Technology. 13:1188-1199
Objectives: To study the trigonometric shear deformation theory for the evolution of displacements and stresses of crossply simply supported laminated beam subjected to varying load. Methodology: A trigonometric shear deformation is used. The inplain
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e7f6e53936ca483b74d1db8080465979
https://doi.org/10.17485/ijst/2020/v13i10/149907
https://doi.org/10.17485/ijst/2020/v13i10/149907
Publikováno v:
Springer Climate ISBN: 9783030943943
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::03ffc920812fadba46565a96a92cccf4
https://doi.org/10.1007/978-3-030-94395-0_9
https://doi.org/10.1007/978-3-030-94395-0_9
Damping performs essential function in format of vibrational resistant structures, which lower the change of the shape when they are subjected to lateral loads or vibrational load. In the existing study the deck of bridge is check for various materia
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::637fe2814fa07a2f717fad45f995e709
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811564628
The aim of this study to investigate the characteristics of a laminated composite beam with simple supports. The relations are developed between solutions of traditional theories of beams with those of the superior order shear deformation theories. S
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3a6fac5cb66ca6203e2e4330cd449f52
https://doi.org/10.1007/978-981-15-6463-5_8
https://doi.org/10.1007/978-981-15-6463-5_8
Publikováno v:
International Journal of Engineering Research and.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d2c781e657338720a2762e857dcd7a54
https://doi.org/10.17577/ijertv9is070312
https://doi.org/10.17577/ijertv9is070312
Publikováno v:
Procedia Manufacturing. 20:499-504
Isotropic plates are very effectively used where structures subjected to grievous thermal environment, due to which thermal stresses of intense nature are developed in it. Refined theories are required to describe the correct thermal response of plat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1bfe05de742ae67281fcd01a2b101e05
https://doi.org/10.1016/j.promfg.2018.02.074
https://doi.org/10.1016/j.promfg.2018.02.074
Publikováno v:
Procedia Manufacturing. 20:493-498
This paper proposes a hyperbolic shear deformation theory for thick isotropic cantilever beam. A higher order beam theory which takes into account shear curvature, transverse stresses and rotatory inertia is presented. The displacement field of the p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::42d38771fc3f3ef8167bd0ee97f48ffb
https://doi.org/10.1016/j.promfg.2018.02.073
https://doi.org/10.1016/j.promfg.2018.02.073
The taller and higher structures results in the effects of lateral loading, lateral loads dominates when the height of building increases, lateral loads such as earthquake, wind causes the building larger displacement, to avoid larger displacement in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b618cf653d3ee73eaad56c84a438a1bb
Autor:
D. H. Tupe, Sachin B. Salve, G. R. Gandhe, Ajay G. Dahake, Sachin Salve, Rahul.S. Patil ., Gajendra R. Gandhe
Publikováno v:
International Journal of Research in Engineering and Technology. :476-483
A trigonometric shear deformation theory for flexure of thick beams, taking into account transverse shear deformation effects, is developed. The number of variables in the present theory is same as that in the first order shear deformation theory. Th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::553263eb5af869246e5a88419f176a63
https://doi.org/10.15623/ijret.2015.0425071
https://doi.org/10.15623/ijret.2015.0425071
A Inverted Umbrella Roof Shell, treated from the Analytical based software in ANSYS and Statistically aspects, is a analyzed in this paper. In the Analytical sense, it is the solid shell of a great frequency and wide usability in a spatial structures
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::29e984a2e3a46b26ed6517d5d3ad24af