1. From: Post-Buckling Analysis of Curved Beams
Date of download: 10/24/2017
Copyright © ASME. All rights reserved.
From: Post-Buckling Analysis of Curved Beams
J. Appl. Mech. 2017;84(3): doi: /
Figure Legend:
Schematic illustration of initial and deformed curved beam

2. From: Post-Buckling Analysis of Curved Beams
Date of download: 10/24/2017
Copyright © ASME. All rights reserved.
From: Post-Buckling Analysis of Curved Beams
J. Appl. Mech. 2017;84(3): doi: /
Figure Legend:
Schematic illustration of elastic ring under uniform compression

3. From: Post-Buckling Analysis of Curved Beams
Date of download: 10/24/2017
Copyright © ASME. All rights reserved.
From: Post-Buckling Analysis of Curved Beams
J. Appl. Mech. 2017;84(3): doi: /
Figure Legend:
The ratio of load to critical load, p¯2/p¯2(0), versus the normalized displacement, U2max/(2R), during post-buckling, which is consistent with the results of Carrier's model

4. From: Post-Buckling Analysis of Curved Beams
Date of download: 10/24/2017
Copyright © ASME. All rights reserved.
From: Post-Buckling Analysis of Curved Beams
J. Appl. Mech. 2017;84(3): doi: /
Figure Legend:
Schematic illustration of boundary conditions of circular beam under bending moment load

5. From: Post-Buckling Analysis of Curved Beams
Date of download: 10/24/2017
Copyright © ASME. All rights reserved.
From: Post-Buckling Analysis of Curved Beams
J. Appl. Mech. 2017;84(3): doi: /
Figure Legend:
The ratio, γε, with and without the nonlinear terms in curvature: (a) the ratio, γε, versus the Poisson's ratio ν for the normalized angle α¯=1/4, 1/2, and 2/3. (b) The ratio, γε, versus the normalized angle α¯ for gold (i.e., ν=0.42).

6. From: Post-Buckling Analysis of Curved Beams
Date of download: 10/24/2017
Copyright © ASME. All rights reserved.
From: Post-Buckling Analysis of Curved Beams
J. Appl. Mech. 2017;84(3): doi: /
Figure Legend:
The normalized maximum principal strain εmaxR/w with and without the nonlinear terms in curvature versus the shortening ratio γd for ν=0.42 and α¯=1/4, 1/2, and 2/3

7. From: Post-Buckling Analysis of Curved Beams
Date of download: 10/24/2017
Copyright © ASME. All rights reserved.
From: Post-Buckling Analysis of Curved Beams
J. Appl. Mech. 2017;84(3): doi: /
Figure Legend:
The distributions of the twist angle of the circular beam for the different shortening ratios, γd  = 0.1, 0.2, and 0.3

8. From: Post-Buckling Analysis of Curved Beams
Date of download: 10/24/2017
Copyright © ASME. All rights reserved.
From: Post-Buckling Analysis of Curved Beams
J. Appl. Mech. 2017;84(3): doi: /
Figure Legend:
Schematic illustration of boundary conditions of circular beam under uniform pressure

9. From: Post-Buckling Analysis of Curved Beams
Date of download: 10/24/2017
Copyright © ASME. All rights reserved.
From: Post-Buckling Analysis of Curved Beams
J. Appl. Mech. 2017;84(3): doi: /
Figure Legend:
The ratio of load to critical load, p¯2/p¯2(0), with and without the nonlinear terms in curvature versus the normalized out-of-plane displacement, U1max/LS, for ν=0.42 and α¯=1/4, 1/2, and 2/3