Zobrazeno 1 - 10
of 46
pro vyhledávání: '"Jagadish Babu Gunda"'
Publikováno v:
Nonlinear Engineering. 12
In this work, an application of two noded beam finite element methodology, which is demonstrated in the previous research work for vibration analysis of beam with a flexible joint problem, has been further extended here to investigate the buckling be
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::90ea0c018c00c168d9d568de7d791fe8
https://doi.org/10.1515/nleng-2022-0274
https://doi.org/10.1515/nleng-2022-0274
Publikováno v:
In Finite Elements in Analysis & Design 2009 45(10):624-631
Publikováno v:
In International Journal of Mechanical Sciences 2009 51(3):204-212
Publikováno v:
Materials Today: Proceedings. 5:24367-24377
Post-buckling behavior of imperfect, laminated composite cylindrical panels subjected to axial compressive load has been investigated by means of an equilibrium path approach which uses an arc-length method. Influence of the eigen imperfection shapes
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a5f75b0c49b85059c043f284e921e9da
https://doi.org/10.1016/j.matpr.2018.10.232
https://doi.org/10.1016/j.matpr.2018.10.232
Publikováno v:
Materials Today: Proceedings. 4:8665-8677
Post-buckling behavior of imperfect, laminated composite cylindrical panels subjected to axial compressive load has been investigated by using an equilibrium path approach which uses an arc-length method. Influence of the eigen imperfection shapes an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d40776b7599fc3de08a1d1c6bad3a2f9
https://doi.org/10.1016/j.matpr.2017.07.215
https://doi.org/10.1016/j.matpr.2017.07.215
Publikováno v:
Journal of The Institution of Engineers (India): Series C. 97:175-183
Post-buckling and large amplitude free vibration analysis of composite beams with axially immovable ends is investigated in the present study using a simple intuitive formulation. Geometric nonlinearity of Von-Karman type is considered in the analysi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5ec4175bef579379965d6e4c255bd261
https://doi.org/10.1007/s40032-015-0204-y
https://doi.org/10.1007/s40032-015-0204-y
Publikováno v:
World Journal of Engineering and Technology. :185-194
In present work, post-buckling behavior of imperfect (of eigen form) laminated composite cylindrical shells with different L/D and R/t ratios subjected to axial, bending and torsion loads has been investigated by using an equilibrium path approach in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4d1206f8d3dab033b257edbd42a51996
https://doi.org/10.4236/wjet.2015.34019
https://doi.org/10.4236/wjet.2015.34019
Autor:
Y. Krishna, Jagadish Babu Gunda
Publikováno v:
Nonlinear Engineering, Vol 3, Iss 4, Pp 237-246 (2014)
In present work, joint flexibility (or looseness) of the free-free beam is investigated by using a two noded beam finite element formulation with transverse displacement and joint rotations as the degrees of freedom per node at joint location. Flexib
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::23e6c393151a0a732c786b5e223c29c1
https://doi.org/10.1515/nleng-2014-0012
https://doi.org/10.1515/nleng-2014-0012
Autor:
Jagadish Babu Gunda
Publikováno v:
Applied Mathematical Modelling. 38:4548-4558
In present work, thermal post-buckling and large amplitude free vibration (including the effect of rotary inertia) behavior of prismatic, shear flexible Timoshenko beams is expressed in the form of simple closed-form solutions by making use of the Ra
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1b398514a5aeb946ffed921cf0c55a3f
https://doi.org/10.1016/j.apm.2014.02.019
https://doi.org/10.1016/j.apm.2014.02.019
Publikováno v:
Sadhana. 38:447-459
Post-buckling analysis of composite beams with axially immovable ends is investigated using an Intuitive formulation. Intuitive formulation uses two parameters namely critical buckling load and axial stretching force developed in the post-buckled dom
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::be4416f65bcbbd0458b2e15ba9327782
https://doi.org/10.1007/s12046-013-0144-2
https://doi.org/10.1007/s12046-013-0144-2