1. Date of download: 12/28/2017
Copyright © ASME. All rights reserved.
From: Elastic Soft-Core Sandwich Plates: Critical Loads and Energy Errors in Commercial Codes Due to Choice of Objective Stress Rate
J. Appl. Mech. 2013;80(4): doi: /
Figure Legend:
Element of sandwich panel: (a) dimensions, (b) rotation angles and shear forces

2. Date of download: 12/28/2017
Copyright © ASME. All rights reserved.
From: Elastic Soft-Core Sandwich Plates: Critical Loads and Energy Errors in Commercial Codes Due to Choice of Objective Stress Rate
J. Appl. Mech. 2013;80(4): doi: /
Figure Legend:
Plate analyzed: both edges perpendicular to the axis x1 are clamped (C) and the longer edges are simply supported (SS)

3. Date of download: 12/28/2017
Copyright © ASME. All rights reserved.
From: Elastic Soft-Core Sandwich Plates: Critical Loads and Energy Errors in Commercial Codes Due to Choice of Objective Stress Rate
J. Appl. Mech. 2013;80(4): doi: /
Figure Legend:
Cylindrical buckling: homogenized plate simulation by OOFEM: (a) buckling mode, (b) sharp-break plot

4. Date of download: 12/28/2017
Copyright © ASME. All rights reserved.
From: Elastic Soft-Core Sandwich Plates: Critical Loads and Energy Errors in Commercial Codes Due to Choice of Objective Stress Rate
J. Appl. Mech. 2013;80(4): doi: /
Figure Legend:
Discretized simulation of rectangular plate by OOFEM (last line in Table 5): (a) buckling mode, (b) sharp-break plot

5. Date of download: 12/28/2017
Copyright © ASME. All rights reserved.
From: Elastic Soft-Core Sandwich Plates: Critical Loads and Energy Errors in Commercial Codes Due to Choice of Objective Stress Rate
J. Appl. Mech. 2013;80(4): doi: /
Figure Legend:
Cylindrical buckling: (a) evolution of normalized critical buckling load of rectangular plates of different span ratios a/b, for fixed b=2,540 mm (Engesser, Hencky, Haringx formulas given by Eq. (B3), cases of m=0,±2 given by Eq. (B1)), (b) deflection curve for the first buckling mode for m=2, a=3,380 mm

6. Date of download: 12/28/2017
Copyright © ASME. All rights reserved.
From: Elastic Soft-Core Sandwich Plates: Critical Loads and Energy Errors in Commercial Codes Due to Choice of Objective Stress Rate
J. Appl. Mech. 2013;80(4): doi: /
Figure Legend:
Analytical solution of homogenized plate: (a) normalized critical buckling load versus span ratio a/b, b=2,540 mm, (b) error when m=0 is used, err=(Pcr(0)/Pcr(2)-1)×100 %