Plot the following sets of stress states on a set of


Plot the following sets of stress states on a set of principal axes (an example is provided in Figure 2A of the Appendix). Calculate the factor of safety for each stress state using both the Brittle Coulomb Mohr and Modified Mohr failure theories. Assume cast iron is used that has an ultimate tensile strength of 150 kpsi and an ultimate compressive strength of 400 kpsi.

 

Set I

 

 

Set 2

 

σ1

σ2

σ3

σ1

σ2

σ3

50 kpsi

50 kpsi

0 kpsi

50 kpsi

0 kpsi

0 kpsi

100 kpsi

100 kpsi

0 kpsi

100 kpsi

0 kpsi

0 kpsi

150 kpsi

150 kpsi

0 kpsi

150 kpsi

0 kpsi

0 kpsi

200 kpsi

200 kpsi

0 kpsi

200 kpsi

0 kpsi

0 kpsi

 

 

 

 

 

 

 

Set 3

 

 

Set 4

 

σ1

σ2

σ3

σ1

σ2

σ3

50 kpsi

0 kpsi

-50 kpsi

50 kpsi

0 kpsi

-25 kpsi

100 kpsi

0 kpsi

-100 kpsi

100 kpsi

0 kpsi

-50 kpsi

110 kpsi

0 kpsi

-110 kpsi

130 kpsi

0 kpsi

-65 kpsi

150 kpsi

0 kpsi

-150 kpsi

150 kpsi

0 kpsi

-75 kpsi

200 kpsi

0 kpsi

-200 kpsi

200 kpsi

0 kpsi

-100 kpsi

 

 

 

 

 

 

 

Set 5

 

σ1

σ2

σ3

25 kpsi

0 kpsi

-50 kpsi

50 kpsi

0 kpsi

-100 kpsi

65 kpsi

0 kpsi

-130 kpm

75 kpsi

0 kpsi

-150 kpsi

100 kpsi

0 kpsi

-200 kpsi

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Civil Engineering: Plot the following sets of stress states on a set of
Reference No:- TGS01358171

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