B- Match the items from list A with the suitable ones from list B:AB1In a principal stress plot the Griffith acriterion isthe crack will grow and the failureprocess is initiated.2bthe ratio between the uniaxialA special feature for the Mohr-Coulomb criterion,compressive strength and the tensilestrength is (8).3сWhen the tensile stress at the tip of thecrack exceeds a certain valuecharacteristic of the materialdepends on the normal stress actingover the failure plane4dThe principal stress plot of the Griffithcriterion,the orientation of the failure plane isindependent of the confining stress.5eThe critical shear stress (Tmax) forwhich shear failure occurs,represented by a parabola ending in astraight line

1 2 3 4 5 A In a principal stress plot the Griffith a criterion is b A special feature for the Mohr- Coulomb criterion, When the tensile stress at the tip of the с crack exceeds a certain value characteristic of the material d The principal stress plot of the Griffith criterion, e The critical shear stress (Tmax) for which shear failure occurs, B the crack will grow and the failure process is initiated. the ratio between the uniaxial compressive strength and the tensile strength is (8). depends on the normal stress acting over the failure plane the orientation of the failure plane is independent of the confining stress. rep resented by parabola ending in a straight line

1 2 3 4 5 A In a principal stress plot the Griffith a criterion is b A special feature for the Mohr- Coulomb criterion, When the tensile stress at the tip of the с crack exceeds a certain value characteristic of the material d The principal stress plot of the Griffith criterion, e The critical shear stress (Tmax) for which shear failure occurs, B the crack will grow and the failure process is initiated. the ratio between the uniaxial compressive strength and the tensile strength is (8). depends on the normal stress acting over the failure plane the orientation of the failure plane is independent of the confining stress. rep resented by parabola ending in a straight line

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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