Cylindrical bending of an elastic rectangular sandwich plate on a deformable foundation

2010 ◽  
Vol 46 (1) ◽  
pp. 57-68 ◽  
Author(s):  
E. I. Starovoytov ◽  
E. P. Dorovskaya ◽  
S. A. Starovoytov
2012 ◽  
Vol 188 ◽  
pp. 25-30 ◽  
Author(s):  
Qi Chao Xue ◽  
Guang Ping Zou ◽  
Ye Wu ◽  
Hai Lin Xiong ◽  
Meng Chai

Based on Reissner’s sandwich plate theory, the critical globlal buckling equation of sandwich plate with ribs is deduced by energy method under simple support boundary conditions. And the critical buckling solution is obtained and discussed here. Afterwards a rectangular sandwich plate with steel faceplate and polyurthane core is taken as an example. The influence on critical global buckling stress with different inertia moments in rectangular sandwich plates are discussed. simularly the effect of the lengh ratio of two sides and the thickness of rectangular sandwich plate are also studied.


1977 ◽  
Vol 99 (4) ◽  
pp. 913-915
Author(s):  
T. Willis ◽  
M. K. Pal

The work reported here is a simplified approximate analysis to take into account, the effects of allowing the supported edges of a rectangular plate to deflect, both in bending deflection, and in rotational (twisting) deflection and is for a plate with two opposite edges simply supported, the two remaining edges supported on elastic beams with finite flexural and torsional rigidity.


2007 ◽  
Author(s):  
Ewa Magnucka-Blandzi ◽  
Theodore E. Simos ◽  
George Psihoyios ◽  
Ch. Tsitouras

2013 ◽  
Vol 20 (5) ◽  
pp. 1011-1030 ◽  
Author(s):  
Yuan Liu ◽  
Yueming Li

In this paper, we focus on the vibration and acoustic response of a rectangular sandwich plate which is subjected to a concentrated harmonic force under thermal environment. The critical buckling temperature is obtained to decide the thermal load. The natural frequencies and modes as well as dynamic responses are acquired by using the analytical formulations based on equivalent non-classical theory, in which the effects of shear deformation and rotational inertia are taken into account. The rise of thermal load decreases the natural frequencies and moves response peaks to the low-frequency range. The specific features of sandwich plates with different formations are discussed subsequently. As the thickness ratio of facing to core increases, the natural frequencies are enlarged, and the response peaks float to the high-frequency region. Raising the Young's modulus of the core can cause the similar trends. The accuracy of the theoretical method is verified by comparing its results with those computed by the FEM/BEM.


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