Date of download: 11/3/2017 Copyright © ASME. All rights reserved. From: Ultimate Carrying Capacity of Elastic-Plastic Plates on a Pasternak Foundation J. Appl. Mech. 2014;81(5):051013-051013-9. doi:10.1115/1.4026190 Figure Legend: Sketch of the plastic mechanism (a) for b < c and (b) for c < b. The loaded region 0≤r≤a has been highlighted; (0) plastic corner region r ≤ d, (1) elastic-plastic region under load d≤r≤a, (2) unloaded elastic-plastic region, and (3) elastic outer region; (4) annular elastic-plastic region

Date of download: 11/3/2017 Copyright © ASME. All rights reserved. From: Ultimate Carrying Capacity of Elastic-Plastic Plates on a Pasternak Foundation J. Appl. Mech. 2014;81(5):051013-051013-9. doi:10.1115/1.4026190 Figure Legend: (a) Johansen's yield locus for elastic-plastic plates and corresponding flow rule, and (b) positive bending moments and shear force per unit length

Date of download: 11/3/2017 Copyright © ASME. All rights reserved. From: Ultimate Carrying Capacity of Elastic-Plastic Plates on a Pasternak Foundation J. Appl. Mech. 2014;81(5):051013-051013-9. doi:10.1115/1.4026190 Figure Legend: Dimensionless plate deflection versus the radial coordinate for different amplitude a of the loaded area for (a) μ = 1 and (b) μ = 0.5

Date of download: 11/3/2017 Copyright © ASME. All rights reserved. From: Ultimate Carrying Capacity of Elastic-Plastic Plates on a Pasternak Foundation J. Appl. Mech. 2014;81(5):051013-051013-9. doi:10.1115/1.4026190 Figure Legend: Dimensionless rotation of the plate cross section versus the radial coordinate for different amplitude a of the loaded area for (a) μ = 1 and (b) μ = 0.5

Date of download: 11/3/2017 Copyright © ASME. All rights reserved. From: Ultimate Carrying Capacity of Elastic-Plastic Plates on a Pasternak Foundation J. Appl. Mech. 2014;81(5):051013-051013-9. doi:10.1115/1.4026190 Figure Legend: Dimensionless radial bending moment versus the radial coordinate for different amplitude a of the loaded area for (a) μ = 1 and (b) μ = 0.5

Date of download: 11/3/2017 Copyright © ASME. All rights reserved. From: Ultimate Carrying Capacity of Elastic-Plastic Plates on a Pasternak Foundation J. Appl. Mech. 2014;81(5):051013-051013-9. doi:10.1115/1.4026190 Figure Legend: Dimensionless circumferential bending moment versus the radial coordinate for different amplitude a of the loaded area for (a) μ = 1 and (b) μ = 0.5

Date of download: 11/3/2017 Copyright © ASME. All rights reserved. From: Ultimate Carrying Capacity of Elastic-Plastic Plates on a Pasternak Foundation J. Appl. Mech. 2014;81(5):051013-051013-9. doi:10.1115/1.4026190 Figure Legend: Dimensionless shear force versus the radial coordinate for different amplitude a of the loaded area for (a) μ = 1 and (b) μ = 0.5

Date of download: 11/3/2017 Copyright © ASME. All rights reserved. From: Ultimate Carrying Capacity of Elastic-Plastic Plates on a Pasternak Foundation J. Appl. Mech. 2014;81(5):051013-051013-9. doi:10.1115/1.4026190 Figure Legend: Dimensionless reacting soil pressure versus the radial coordinate for different amplitude a of the loaded area for (a) μ = 1 and (b) μ = 0.5

Date of download: 11/3/2017 Copyright © ASME. All rights reserved. From: Ultimate Carrying Capacity of Elastic-Plastic Plates on a Pasternak Foundation J. Appl. Mech. 2014;81(5):051013-051013-9. doi:10.1115/1.4026190 Figure Legend: (a) Dimensionless ultimate load versus the amplitude a of the loaded area for μ = 0.5, 1; (b) dimensionless loci c/L, b/L, and d/L versus the amplitude a of the loaded area for μ = 0.5, 1