Q.Consider a long steel bar of uniform cross-sectional area (measured perpendicular to its length) placed under a tensile stress by two equal and opposite forces applied at its two ends, each directed outward along the length (axis) of the bar. Consider an internal plane that cuts across the bar making an angle with the length (axis) of the bar. Find the tensile (normal) and shearing (tangential) stresses acting on this plane, and hence determine:
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Start your 14-day free trial to unlock the full solution →Cutting the bar along a plane tilted at angle to its axis, the axial pulling force resolves into one part perpendicular to the plane (giving normal/tensile stress) and one part along the plane (giving shear stress). Working these out gives a tensile stress , maximum when the plane is perpendicular to the axis (), and a shear stress , maximum on a plane.
Concept
Stress on a plane = (force component on that plane) (area of that plane). The bar's normal cross-section (perpendicular to the axis) has area . A plane tilted so that it makes an angle with the axis is larger.
Area of the oblique plane
If a plane makes angle with the length of the bar, its area is
(Check: at the plane is the normal cross-section, ; as the plane becomes nearly parallel to the axis and its area grows without bound.)
Resolving the force
The force acts along the axis. Relative to the oblique plane:
- component normal to the plane: ,
- component tangential to (along) the plane: .
Stresses
Tensile (normal) stress:
Shearing (tangential) stress:
(a) Maximum tensile stress …
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