MECHANICS OF MATERIALS

Stress and Strain from tension/compression

(1) Normal Stress [MPa, N/mm2], (2) Normal Strain, (3) Shear Stress (4) Modulus of Elasticity, Young's Modulus, (5) Modulus of Rigidity, Shear Modulus, (6) Bulk Modulus, Hydrostatic Compression Modulus:



Stress and Strain from torsion

(1) Torsion Shear Stress with stress concentration K for circular shaft only [MPa, N/mm2]



(2) Torsion Shear Strain [mm/mm] and (3) Angle of Twist



(4)Power Transmission [W, Nm/s][hp, 550 ft.lb/s]



Average shear stress in a thin-walled tube [MPa, N/mm2]



Stress and Strain from bending



Buckling and Columns

A column will buckle about the principal axis of the cross section with the least moment of inertia (the weakest axis)





Where K is the effective-length factor coefficient: 0.5 for fixed ends, 0.7 for pinned and fixed ends, 1.0 for pinned ends, 2.0 for fixed and free ends.

Failure Theories

Coming soon...

Review Prepared by Estiven R. Sierra, 2016