Comment on "Large deflection of rectangular sandwich plates"

AIAA Journal ◽  
1968 ◽  
Vol 6 (3) ◽  
pp. 574-574
Author(s):  
C. V. SMITH
Keyword(s):  
Large Deflection ◽  
Sandwich Plates ◽  
Rectangular Sandwich Plates

Large Deflection of Rectangular Sandwich Plates

AIAA Journal ◽  
1967 ◽  
Vol 5 (9) ◽  
pp. 1706-1708 ◽  
Author(s):  
HAN-PIN KAN ◽  
JU-CHIN HUANG
Keyword(s):  
Large Deflection ◽  
Sandwich Plates ◽  
Rectangular Sandwich Plates

Large Deflection Response of Rectangular Metal Sandwich Plates with Functionally Graded Foam Core Subjected to Blast Loading

2016 ◽  
Vol 725 ◽  
pp. 149-155
Author(s):  
Chun Ping Xiang ◽  
Qing Hua Qin ◽  
Fang Fang Wang ◽  
Ming Shi Wang ◽  
Xue Hui Yu ◽  
...  
Keyword(s):  
Dynamic Response ◽  
Cross Section ◽  
Large Deflection ◽  
Yield Criterion ◽  
Blast Loading ◽  
Functionally Graded ◽  
Theoretical Research ◽  
Sandwich Plates ◽  
Foam Core ◽  
Rectangular Sandwich Plates

A theoretical research is carried out to study the large deflection response of a fully clamped rectangular metal sandwich plates with functionally graded foam core subjected to blast loading. Using a new yield criterion for sandwich cross-section with graded foam core, we obtained the analytical solutions for the dynamic response of rectangular sandwich plates. Finite element simulations with gradient layers foam core model are performed to study the dynamic response of the sandwich plates with graded foam core subjected to blast loading. The results of the analyses seem to predict well the deflections that are given numerically.

Large deflection of rectangular sandwich plates

1974 ◽  
Vol 10 (6) ◽  
pp. 587-601 ◽  
Author(s):  
Jao-Shiun Kao ◽  
Alois J. Hartmann ◽  
Luis Guzman-Barron
Keyword(s):  
Large Deflection ◽  
Sandwich Plates ◽  
Rectangular Sandwich Plates

Calculation for Elastic Global Buckling of Sandwich Plates with Ribs

2012 ◽  
Vol 188 ◽  
pp. 25-30 ◽  
Author(s):  
Qi Chao Xue ◽  
Guang Ping Zou ◽  
Ye Wu ◽  
Hai Lin Xiong ◽  
Meng Chai
Keyword(s):  
Energy Method ◽  
Sandwich Plate ◽  
Plate Theory ◽  
Sandwich Plates ◽  
Buckling Stress ◽  
Global Buckling ◽  
Simple Support ◽  
Rectangular Sandwich Plate ◽  
Two Sides ◽  
Rectangular Sandwich Plates

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.

Large deflection of sandwich plates with orthotropic cores

AIAA Journal ◽  
1964 ◽  
Vol 2 (10) ◽  
pp. 1820-1822 ◽  
Author(s):  
A. M. ALWAN
Keyword(s):  
Large Deflection ◽  
Sandwich Plates

Three-Dimensional Elasticity Solution for Sandwich Plates With Orthotropic Phases: The Positive Discriminant Case

2008 ◽  
Vol 76 (1) ◽  
Author(s):  
George A. Kardomateas
Keyword(s):  
Characteristic Equation ◽  
Orthotropic Material ◽  
Three Dimensional ◽  
Sandwich Plates ◽  
Elasticity Solution ◽  
Material Constants ◽  
Real Roots ◽  
Three Dimensional Elasticity ◽  
Rectangular Sandwich Plates ◽  
Positive Discriminant

A three-dimensional elasticity solution for rectangular sandwich plates exists only under restrictive assumptions on the orthotropic material constants of the constitutive phases (i.e., face sheets and core). In particular, only for negative or zero discriminant of the cubic characteristic equation, which is formed from these constants (case of three real roots). The purpose of the present paper is to present the corresponding solution for the more challenging case of positive discriminant, in which two of the roots are complex conjugates.

scholarly journals Analytical solution of some delamination scenarios in thick structural sandwich plates

2017 ◽  
Vol 21 (4) ◽  
pp. 1271-1315 ◽  
Author(s):  
András Szekrényes
Keyword(s):  
Finite Element ◽  
State Space Model ◽  
Sandwich Plates ◽  
Third Order ◽  
Element Analysis ◽  
The Core ◽  
Integral Distribution ◽  
Type Boundary ◽  
Delamination Front ◽  
Rectangular Sandwich Plates

The first-, second- and third-order shear deformation plate theories are applied in this work to model thick rectangular sandwich plates with through-width delamination. The models are based on the concept of the four equivalent single layers and the system of exact kinematic conditions. Three different scenarios are considered: the failure of the core, the delamination between the top facesheet and the core, and finally, the case when the delamination takes place in the local midplane of the top facesheet. A general model is derived and applied to sandwich plates with Lévy type boundary conditions. The governing equations are summarized and the state-space model of the system is created. The mechanical fields are calculated and compared to finite element results. The comparison shows that the first-order sandwich plate model is inaccurate, on the other hand, the second- and third-order theories capture very well the mechanical fields compared to finite element results. The J-integral distribution is also calculated along the delamination front and it is concluded that the third- and second-order models give very good approximations of the results by finite element analysis and the virtual crack closure technique.

Sign in / Sign up

Export Citation Format

Share Document