Answer: C. Zero at the center and varies linearly with the radius
The shear stress across the pipe of circular cross-section is zero at the center and varies linearly with the radius.
Solution
Shear stress and velocity distribution across the pipe of circular cross-section can be expressed as:
Variation of shear stress in radial direction across the pipe of circular cross-section can be expressed as
Τ=-δp/δxr/2
-ve sign shows that pressure decreases in the longitudinal direction of the circular pipe.
Shear stress at center (ie. r=0) is zero
Shear stress at wall of pipe (ie. r=R) is maximum.
☛ Related Questions:
Comments
write a comment