jbrown110
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The problem said:
"Determine the magnitude of the Schmid factor for an FCC single crystal oriented with its [100] direction parallel to the loading axis. "
The Schmid factor is the
"cos(\phi)*cos(\lambda)"
term in the equation for resolved shear stress.
I know that the slip planes for an FCC single crystal are the four {111} planes, and the slip directions are the three <110> directions inside each of the {111} planes.
To solve for \phi, the angle between the <111> direction and the loading direction, <100>, I said that it was equal to
Cos^{-1}((1*1+1*0+1*0)/\sqrt{(1^2+1^2+1^2)*(1^2)})
That comes out to 1/\sqrt{3}
And using the same equation, I found that \lambda, the angle between the loading direction, <100>, and the slip direction, <01-1>, is \pi/2
Multiplying \phi and \lambda should have given me the schmid factor, according to my textbook, but I couldn't get the right answer.
The answer is .408, but I kept getting something different and I'm not sure why. If some one could explain this to me, I would be very grateful. Thanks
"Determine the magnitude of the Schmid factor for an FCC single crystal oriented with its [100] direction parallel to the loading axis. "
The Schmid factor is the
"cos(\phi)*cos(\lambda)"
term in the equation for resolved shear stress.
I know that the slip planes for an FCC single crystal are the four {111} planes, and the slip directions are the three <110> directions inside each of the {111} planes.
To solve for \phi, the angle between the <111> direction and the loading direction, <100>, I said that it was equal to
Cos^{-1}((1*1+1*0+1*0)/\sqrt{(1^2+1^2+1^2)*(1^2)})
That comes out to 1/\sqrt{3}
And using the same equation, I found that \lambda, the angle between the loading direction, <100>, and the slip direction, <01-1>, is \pi/2
Multiplying \phi and \lambda should have given me the schmid factor, according to my textbook, but I couldn't get the right answer.
The answer is .408, but I kept getting something different and I'm not sure why. If some one could explain this to me, I would be very grateful. Thanks