1. Date of download: 12/27/2017
Copyright © ASME. All rights reserved.
From: On the Importance of Work-Conjugacy and Objective Stress Rates in Finite Deformation Incremental Finite Element Analysis
J. Appl. Mech. 2013;80(4): doi: /
Figure Legend:
Configuration of the simple shear test problem

2. Date of download: 12/27/2017
Copyright © ASME. All rights reserved.
From: On the Importance of Work-Conjugacy and Objective Stress Rates in Finite Deformation Incremental Finite Element Analysis
J. Appl. Mech. 2013;80(4): doi: /
Figure Legend:
Numerical and theoretical solutions of the simple shear problem from different types of objectivity stress rates with constant tangential moduli

3. Date of download: 12/27/2017
Copyright © ASME. All rights reserved.
From: On the Importance of Work-Conjugacy and Objective Stress Rates in Finite Deformation Incremental Finite Element Analysis
J. Appl. Mech. 2013;80(4): doi: /
Figure Legend:
Shear stress obtained from a long strip FE model using periodic boundary conditions

4. Date of download: 12/27/2017
Copyright © ASME. All rights reserved.
From: On the Importance of Work-Conjugacy and Objective Stress Rates in Finite Deformation Incremental Finite Element Analysis
J. Appl. Mech. 2013;80(4): doi: /
Figure Legend:
Orthotropic strip under uniform axial compression

5. Date of download: 12/27/2017
Copyright © ASME. All rights reserved.
From: On the Importance of Work-Conjugacy and Objective Stress Rates in Finite Deformation Incremental Finite Element Analysis
J. Appl. Mech. 2013;80(4): doi: /
Figure Legend:
Buckling load predictions from various commercial FEA programs as a function of the aspect ratio

6. Date of download: 12/27/2017
Copyright © ASME. All rights reserved.
From: On the Importance of Work-Conjugacy and Objective Stress Rates in Finite Deformation Incremental Finite Element Analysis
J. Appl. Mech. 2013;80(4): doi: /
Figure Legend:
Errors in predicting buckling loads shown in Fig. 5

7. Date of download: 12/27/2017
Copyright © ASME. All rights reserved.
From: On the Importance of Work-Conjugacy and Objective Stress Rates in Finite Deformation Incremental Finite Element Analysis
J. Appl. Mech. 2013;80(4): doi: /
Figure Legend:
Buckling load predictions from various commercial FEA programs as a function of the stiffness ratio between the longitudinal and transverse direction

8. Date of download: 12/27/2017
Copyright © ASME. All rights reserved.
From: On the Importance of Work-Conjugacy and Objective Stress Rates in Finite Deformation Incremental Finite Element Analysis
J. Appl. Mech. 2013;80(4): doi: /
Figure Legend:
Errors in predicting buckling loads for a thick orthotropic strip shown in Fig. 7

9. Date of download: 12/27/2017
Copyright © ASME. All rights reserved.
From: On the Importance of Work-Conjugacy and Objective Stress Rates in Finite Deformation Incremental Finite Element Analysis
J. Appl. Mech. 2013;80(4): doi: /
Figure Legend:
Configuration of an axially compressed sandwich panel

10. Date of download: 12/27/2017
Copyright © ASME. All rights reserved.
From: On the Importance of Work-Conjugacy and Objective Stress Rates in Finite Deformation Incremental Finite Element Analysis
J. Appl. Mech. 2013;80(4): doi: /
Figure Legend:
Comparison of the buckling load of a sandwich panel as a function of the stiffness ratio of the core between the transverse and longitudinal direction

11. Date of download: 12/27/2017
Copyright © ASME. All rights reserved.
From: On the Importance of Work-Conjugacy and Objective Stress Rates in Finite Deformation Incremental Finite Element Analysis
J. Appl. Mech. 2013;80(4): doi: /
Figure Legend:
Comparison of the buckling load of a sandwich panel as a function of the panel aspect ratio