scholarly journals Thermal post-buckling analysis of square plates resting on elastic foundation: A simple closed-form solutions

2013 ◽  
Vol 37 (7) ◽  
pp. 5536-5548 ◽  
Author(s):  
Jagadish Babu Gunda
2010 ◽  
Vol 92 (8) ◽  
pp. 1947-1956 ◽  
Author(s):  
R.K. Gupta ◽  
Jagadish Babu Gunda ◽  
G. Ranga Janardhan ◽  
G. Venkateswara Rao

2004 ◽  
Vol 04 (01) ◽  
pp. 139-146 ◽  
Author(s):  
IVO CALIÒ ◽  
ISAAC ELISHAKOFF

In this study, a special class of closed-form solutions for inhomogeneous beam-columns on elastic foundations is investigated. Namely the following problem is considered: find the distribution of the material density and the flexural rigidity of an inhomogeneous beam resting on a variable elastic foundation so that the postulated trigonometric mode shape serves both as vibration and buckling modes. Specifically, for a simply-supported beam on elastic foundation, the harmonically varying vibration mode is postulated and the associated semi-inverse problem is solved that result in the distributions of flexural rigidity that together with a specific law of material density, an axial load distribution and a particular variability of elastic foundation characteristics satisfy the governing eigenvalue problem. The analytical expression for the natural frequencies of the corresponding homogeneous beam-column with a constant characteristic elastic foundation is obtained as a particular case. For comparison the obtained closed-form solution is contrasted with an approximate solution based on an appropriate polynomial shape, serving as trial function in an energy method.


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