Mechanics of materials, deals with the behavior of solid objects subject to stresses and strains. The complete theory began with the consideration of the behavior of one and two dimensional members of structures, whose states of stress can be approximated as two dimensional, and was then generalized to three dimensions to develop a more complete theory of the elastic and plastic behavior of materials.

Normal Stress
Double Shear
Normal Strain
Modulus of Elasticity
Elastic Deformation
Problems with Temperature Changes
Multiaxial Loading
Dilatation
Modulus of Rigidity
Saint-Venant’s Principle
Plastic Deformations
Shearing Stresses in Elastic Range
Transmission Shafts
Plastic Deformations
Plastic Deformations
Solid Shaft of Elastoplastic Material
Torsion of Noncircular Members
Thin-Walled Hollow Shafts
Normal Strain in Bending
Elastic Section Modulus
Anticlastic Curvature
Eccentric Axial Loading
Curved Members
Design of Prismatic Beams
Singularity Functions
Equivalent Open-Ended Loadings
Stresses on a Beam Element
Shear Flow
Plastic Deformations
Transformation of Plane Stress
Maximum In-Plane Shearing Stress
Cylindrical Pressure Vessels
Elastic Curve Defined by Different Functions
Use of Singularity Functions
Method of Superposition
Maximum Deflection
Strain Energy
Modulus of Resilience
Strain Energy Due to Torsion
Members Subjected to a Single Load
Beam Deflections and Slopes
SI Prefixes
Two-Dimensional Structure
Reactions at Supports

Sources: http://www.uniguld.dk