University of Alabama at Birmingham
Variation of stress at point including determination of principal and maximum shear stresses. Strain gages and rosettes. Failure theories. Inelastic stress-strain behavior of axially loaded bars. Torsion of noncircular sections and plastic torque. Curved beams. Elastic and plastic analysis for unsymmetrical bending. Shear center. Beams on elastic foundations.
3 credits
CE 420