Date of download: 10/27/2017 Copyright © ASME. All rights reserved. From: Size Effect Law and Critical Distance Theories to Predict the Nominal Strength of Quasibrittle Structures Appl. Mech. Rev. 2013;65(2):020803-020803-16. doi:10.1115/1.4024163 Figure Legend: (a) Notched and open hole specimen and (b) size effect law on structural strength

Date of download: 10/27/2017 Copyright © ASME. All rights reserved. From: Size Effect Law and Critical Distance Theories to Predict the Nominal Strength of Quasibrittle Structures Appl. Mech. Rev. 2013;65(2):020803-020803-16. doi:10.1115/1.4024163 Figure Legend: Description of a failure process zone when a crack is progressing and constitutive law relations

Date of download: 10/27/2017 Copyright © ASME. All rights reserved. From: Size Effect Law and Critical Distance Theories to Predict the Nominal Strength of Quasibrittle Structures Appl. Mech. Rev. 2013;65(2):020803-020803-16. doi:10.1115/1.4024163 Figure Legend: Failure process zone of a fiber composite

Date of download: 10/27/2017 Copyright © ASME. All rights reserved. From: Size Effect Law and Critical Distance Theories to Predict the Nominal Strength of Quasibrittle Structures Appl. Mech. Rev. 2013;65(2):020803-020803-16. doi:10.1115/1.4024163 Figure Legend: Nominal strength according to the SEL for cracked (r = 2) and holed specimens with r = 2 and r = 1

Date of download: 10/27/2017 Copyright © ASME. All rights reserved. From: Size Effect Law and Critical Distance Theories to Predict the Nominal Strength of Quasibrittle Structures Appl. Mech. Rev. 2013;65(2):020803-020803-16. doi:10.1115/1.4024163 Figure Legend: Influence of the Weibull statistics in the size effect law: Eq. (7) for α = 1 and α = 0.1 and nD/nW = 1/10 and nD/nW = 1/20

Date of download: 10/27/2017 Copyright © ASME. All rights reserved. From: Size Effect Law and Critical Distance Theories to Predict the Nominal Strength of Quasibrittle Structures Appl. Mech. Rev. 2013;65(2):020803-020803-16. doi:10.1115/1.4024163 Figure Legend: Nominal strength of the cracked specimen according to the PSM, ASM, IFM, FFM, and DBM

Date of download: 10/27/2017 Copyright © ASME. All rights reserved. From: Size Effect Law and Critical Distance Theories to Predict the Nominal Strength of Quasibrittle Structures Appl. Mech. Rev. 2013;65(2):020803-020803-16. doi:10.1115/1.4024163 Figure Legend: Nominal strength of the holed specimen according to the PSM, ASM, IFM, FFM, and DBM

Date of download: 10/27/2017 Copyright © ASME. All rights reserved. From: Size Effect Law and Critical Distance Theories to Predict the Nominal Strength of Quasibrittle Structures Appl. Mech. Rev. 2013;65(2):020803-020803-16. doi:10.1115/1.4024163 Figure Legend: Strip yield model for the open hole specimen

Date of download: 10/27/2017 Copyright © ASME. All rights reserved. From: Size Effect Law and Critical Distance Theories to Predict the Nominal Strength of Quasibrittle Structures Appl. Mech. Rev. 2013;65(2):020803-020803-16. doi:10.1115/1.4024163 Figure Legend: Stress profile at failure plane for a given length of the FPZ. The nominal strength is defined when the sign of stress at point A changes from negative to positive.

Date of download: 10/27/2017 Copyright © ASME. All rights reserved. From: Size Effect Law and Critical Distance Theories to Predict the Nominal Strength of Quasibrittle Structures Appl. Mech. Rev. 2013;65(2):020803-020803-16. doi:10.1115/1.4024163 Figure Legend: Nominal strength of the cracked specimen according to CDT combinations with variable characteristic length

Date of download: 10/27/2017 Copyright © ASME. All rights reserved. From: Size Effect Law and Critical Distance Theories to Predict the Nominal Strength of Quasibrittle Structures Appl. Mech. Rev. 2013;65(2):020803-020803-16. doi:10.1115/1.4024163 Figure Legend: Nominal strength of the holed specimen according to CDT combinations with variable characteristic length

Date of download: 10/27/2017 Copyright © ASME. All rights reserved. From: Size Effect Law and Critical Distance Theories to Predict the Nominal Strength of Quasibrittle Structures Appl. Mech. Rev. 2013;65(2):020803-020803-16. doi:10.1115/1.4024163 Figure Legend: Open hole specimen with a failure process zone as a superposition of n + 1 linear problems

Date of download: 10/27/2017 Copyright © ASME. All rights reserved. From: Size Effect Law and Critical Distance Theories to Predict the Nominal Strength of Quasibrittle Structures Appl. Mech. Rev. 2013;65(2):020803-020803-16. doi:10.1115/1.4024163 Figure Legend: Constant and linear cohesive laws

Date of download: 10/27/2017 Copyright © ASME. All rights reserved. From: Size Effect Law and Critical Distance Theories to Predict the Nominal Strength of Quasibrittle Structures Appl. Mech. Rev. 2013;65(2):020803-020803-16. doi:10.1115/1.4024163 Figure Legend: Nominal strength and length of the FPZ for the cracked (gray) and open hole (black) specimens with a constant and a linear cohesive law

Date of download: 10/27/2017 Copyright © ASME. All rights reserved. From: Size Effect Law and Critical Distance Theories to Predict the Nominal Strength of Quasibrittle Structures Appl. Mech. Rev. 2013;65(2):020803-020803-16. doi:10.1115/1.4024163 Figure Legend: Crack opening displacement at maximum load for the cracked (gray) and holed (black) specimens for a linear cohesive law

Date of download: 10/27/2017 Copyright © ASME. All rights reserved. From: Size Effect Law and Critical Distance Theories to Predict the Nominal Strength of Quasibrittle Structures Appl. Mech. Rev. 2013;65(2):020803-020803-16. doi:10.1115/1.4024163 Figure Legend: Bilinear cohesive laws

Date of download: 10/27/2017 Copyright © ASME. All rights reserved. From: Size Effect Law and Critical Distance Theories to Predict the Nominal Strength of Quasibrittle Structures Appl. Mech. Rev. 2013;65(2):020803-020803-16. doi:10.1115/1.4024163 Figure Legend: Bilinear cohesive laws (a) normalized by means of the total fracture energy (GC) and (b) by means of the first part of the cohesive law expressed by the initial fracture energy (GCI)

Date of download: 10/27/2017 Copyright © ASME. All rights reserved. From: Size Effect Law and Critical Distance Theories to Predict the Nominal Strength of Quasibrittle Structures Appl. Mech. Rev. 2013;65(2):020803-020803-16. doi:10.1115/1.4024163 Figure Legend: Nominal strength and crack opening displacement of the cracked and open hole specimens for the cohesive laws shown in Fig. 17 normalized with the critical fracture energy

Date of download: 10/27/2017 Copyright © ASME. All rights reserved. From: Size Effect Law and Critical Distance Theories to Predict the Nominal Strength of Quasibrittle Structures Appl. Mech. Rev. 2013;65(2):020803-020803-16. doi:10.1115/1.4024163 Figure Legend: Nominal strength and crack opening displacement of the cracked and open hole specimens for the cohesive laws shown in Fig. 17 normalized with the initial fracture energy