1. Date of download: 11/13/2017
Copyright © ASME. All rights reserved.
From: Influence of Model Geometry and Boundary Conditions on the Ultimate Strength of Stiffened Panels Under Uniaxial Compressive Loading
J. Offshore Mech. Arct. Eng. 2013;135(4): doi: /
Figure Legend:
Analysis range and coordinate system of the stiffened panels. (a) Mode A: 1/2 + 1 + 1/2 spans, (b) Model B: 1 + 1 spans, and (c) Model C: 1/2 + 1 + 1 + 1/2 spans.

2. Date of download: 11/13/2017
Copyright © ASME. All rights reserved.
From: Influence of Model Geometry and Boundary Conditions on the Ultimate Strength of Stiffened Panels Under Uniaxial Compressive Loading
J. Offshore Mech. Arct. Eng. 2013;135(4): doi: /
Figure Legend:
Engineering and true stress-strain curves of the material

3. Date of download: 11/13/2017
Copyright © ASME. All rights reserved.
From: Influence of Model Geometry and Boundary Conditions on the Ultimate Strength of Stiffened Panels Under Uniaxial Compressive Loading
J. Offshore Mech. Arct. Eng. 2013;135(4): doi: /
Figure Legend:
FE models of the stiffened panels. (a) Mode A: 1/2 + 1 + 1/2 spans, (b) Model B: 1 + 1 spans, and (c) Model C: 1/2 + 1 + 1 + 1/2 spans.

4. Date of download: 11/13/2017
Copyright © ASME. All rights reserved.
From: Influence of Model Geometry and Boundary Conditions on the Ultimate Strength of Stiffened Panels Under Uniaxial Compressive Loading
J. Offshore Mech. Arct. Eng. 2013;135(4): doi: /
Figure Legend:
Initial imperfection shapes of the stiffened panel for Model A. (a) Local plate panel, (b) Column-type of stiffeners, and (c) Side-ways of stiffeners.

5. Date of download: 11/13/2017
Copyright © ASME. All rights reserved.
From: Influence of Model Geometry and Boundary Conditions on the Ultimate Strength of Stiffened Panels Under Uniaxial Compressive Loading
J. Offshore Mech. Arct. Eng. 2013;135(4): doi: /
Figure Legend:
Failure mode and equivalent stress distributions of the stiffened panels at ultimate strength under longitudinal thrust (L = 300 mm, tp = 4 mm). (a) Case 1, (b) Case 2, (c) Case 3, and (d) Case 4.

6. Date of download: 11/13/2017
Copyright © ASME. All rights reserved.
From: Influence of Model Geometry and Boundary Conditions on the Ultimate Strength of Stiffened Panels Under Uniaxial Compressive Loading
J. Offshore Mech. Arct. Eng. 2013;135(4): doi: /
Figure Legend:
Ultimate strength of the stiffened panels under longitudinal thrust (tp = 4 mm)

7. Date of download: 11/13/2017
Copyright © ASME. All rights reserved.
From: Influence of Model Geometry and Boundary Conditions on the Ultimate Strength of Stiffened Panels Under Uniaxial Compressive Loading
J. Offshore Mech. Arct. Eng. 2013;135(4): doi: /
Figure Legend:
Load-displacement curves of the stiffened panels under pure longitudinal thrust (tp = 4 mm). (a) L = 300 mm, (b) L = 450 mm, (c) L = 600 mm.

8. Date of download: 11/13/2017
Copyright © ASME. All rights reserved.
From: Influence of Model Geometry and Boundary Conditions on the Ultimate Strength of Stiffened Panels Under Uniaxial Compressive Loading
J. Offshore Mech. Arct. Eng. 2013;135(4): doi: /
Figure Legend:
Equivalent stress distributions of the stiffened panels after collapse under pure longitudinal thrust (L = 300 mm, tp = 4 mm). (a) Case 1, (b) Case 2, (c) Case 3, and (d) Case 4.

9. Date of download: 11/13/2017
Copyright © ASME. All rights reserved.
From: Influence of Model Geometry and Boundary Conditions on the Ultimate Strength of Stiffened Panels Under Uniaxial Compressive Loading
J. Offshore Mech. Arct. Eng. 2013;135(4): doi: /
Figure Legend:
Relationships between the ultimate strength and plate panel slenderness of the stiffened panels under pure longitudinal thrust. (a) L = 300 mm, (b) L = 450 mm, and (c) L = 600 mm.

10. Date of download: 11/13/2017
Copyright © ASME. All rights reserved.
From: Influence of Model Geometry and Boundary Conditions on the Ultimate Strength of Stiffened Panels Under Uniaxial Compressive Loading
J. Offshore Mech. Arct. Eng. 2013;135(4): doi: /
Figure Legend:
Load-displacement curves of the stiffened panels under combined longitudinal thrust and lateral pressure (L = 450 mm, tp = 4 mm). (a) Lateral pressure: 0.2 MPa and (b) Lateral pressure: 0.4 MPa.

11. Date of download: 11/13/2017
Copyright © ASME. All rights reserved.
From: Influence of Model Geometry and Boundary Conditions on the Ultimate Strength of Stiffened Panels Under Uniaxial Compressive Loading
J. Offshore Mech. Arct. Eng. 2013;135(4): doi: /
Figure Legend:
Ultimate strength of the stiffened panels under combined longitudinal thrust and lateral pressure (L = 450 mm, tp = 4 mm). (a) Lateral pressure: 0.2 MPa and (b) Lateral pressure: 0.4 MPa.

12. Date of download: 11/13/2017
Copyright © ASME. All rights reserved.
From: Influence of Model Geometry and Boundary Conditions on the Ultimate Strength of Stiffened Panels Under Uniaxial Compressive Loading
J. Offshore Mech. Arct. Eng. 2013;135(4): doi: /
Figure Legend:
Failure mode and equivalent stress distributions of the stiffened panels at the ultimate strength under the combined load (FS45B2, L = 450 mm, lateral pressure = 0.4 MPa). (a) Case 1, (b) Case 2, (c) Case 3, and (d) Case 4.

13. Date of download: 11/13/2017
Copyright © ASME. All rights reserved.
From: Influence of Model Geometry and Boundary Conditions on the Ultimate Strength of Stiffened Panels Under Uniaxial Compressive Loading
J. Offshore Mech. Arct. Eng. 2013;135(4): doi: /
Figure Legend:
Ultimate strength of the stiffened panels with different lateral pressure (L = 450 mm, Case 2)

14. Date of download: 11/13/2017
Copyright © ASME. All rights reserved.
From: Influence of Model Geometry and Boundary Conditions on the Ultimate Strength of Stiffened Panels Under Uniaxial Compressive Loading
J. Offshore Mech. Arct. Eng. 2013;135(4): doi: /
Figure Legend:
Collapse modes of the stiffened panels at the ultimate strength with different lateral pressures for FS45B2 (L = 450 mm, Case 2). (a) Lateral pressure = 0, (b) Lateral pressure = 0.1 MPa, (c) Lateral pressure = 0.2 MPa, (d) Lateral pressure = 0.3 MPa, and (e) Lateral pressure = 0.4 MPa.