Mechanical properties of wood refer to its strength and resistance to deformation
Mechanical properties are essential when considering wood or wood products for structural building applications or in the design of wooden structures such as beams, columns, trusses, and joists
Knowledge on mechanical properties of wood is also essential in the selection of species for non-structural applications such as for sporting instruments, tool handles, bookshelves, and ladders
MOE in bending
Measure of the stiffness of wood as a beam
MOR
Accepted criterion for the maximum carrying capacity of a beam
Maximum crushing strength
Maximum stress sustained by compression parallel to the grain
Compression strength perpendicular to the grain
Required in applications such as railways, sleepers, rollers, wedges, bearing blocks, bolted timbers and other applications where resistance to crushing is an important property
Shear strength parallel to grain
Measure of ability to resist internal slipping of one part upon another along the grain
Tensile strength
Due to the difficulties of testing wood in tensile loading, limited data are available for tensile strength parallel or perpendicular to the grain
Impact bending
Ability to absorb shocks that cause stresses beyond the proportional limit
Hardness
Resistance to wear and marring
Cleavage
Indication on how easily wood will split
Load
External forces characterized by having magnitude, direction, and speed of application
Types of forces
Tensile
Compressive
Bending
Shear
Torsion
Axial forces
Collinear with the longitudinal axis of the member, causing the member to either be stretched or be shortened
Shear forces
Unaligned forces pushing one part of a body in one specific direction, and another part of the body in the opposite direction, causing one section to slide past its adjacent section
Transverse forces
Applied perpendicular to the longitudinal axis of a member, causing the member to bend and deflect from its original position
Types of loads based on speed
Dead load
Static load
Rolling load
Impact load
Stress
Resultant of internal forces within a body that resist change in size and shape
Strain
Reduction or elongation in length per unit length resulting from the action of an applied load
Elasticity
Property of a material to resist deformation and recover its original shape after removal of the deforming force
Hooke's law
Deformation of an elastic body is directly proportional to the applied stress, provided that the elastic limit is not exceeded
Modulus of elasticity (E)
Ratio of stress to strain within the elastic limit
The deformation is directly proportional to the applied load and length and is inversely proportional to the MOE and cross sectional area
Comparative Elastic Properties of Selected Material
Steel
Aluminum
Glass
Concrete
Wood
Bone
Polystyrene
The steepness of the slope of the elastic line in the stress-strain diagram is a measure of the magnitude of the elastic modulus
Proportional limit (PL)
Point wherein the stress-strain curve deviates from a straight line, beyond which the stress is no longer proportional to the strain
Ultimate stress
Highest stress registered in a wooden member
Breaking stress
Stress at the time the material undergoes failure
Columns are structural members designed to support loads applied at its end
Columns are subjected to compressive, tensile, and shear stresses
Compressed material
Retains a permanent deformation or set when force is removed
Breaks and stress-strain diagram is no longer meaningful
Slope of straight line below proportional limit
Ratio of stress to strain, can be used to calculate MOE
MOE
Modulus of Elasticity = tan θ = σ/ε
Stress-strain diagram
Provides information on ultimate stress, breaking stress, proportional limit, and elastic limit
Compressive stress (σc)
Caused by forces that tend to shorten the length (compress) of the body
Tensile stress (σt)
Caused by forces that tend to increase the length of the member, i.e. pull the member apart
Shear stress (τ)
Caused by forces that tend to cause one section of a body to slide past its adjacent section