Bound water, liquid or vapor chemically bound by hydrogen
bonding to the cellulose of the wood cell walls
As wood dries, the free water in the cell cavities is drawn away
first. Once the free water is removed, the bound water is gradually
released from the cell walls.
FIBER SATURATION POINT
Fiber
saturation point (FSP): The moisture content at which all of the
free water is removed - the cell cavities are empty - but the cell walls
are still completely saturated.
This is a key
concept in wood design since moisture affects the physical and
mechanical properties of wood differently depending on whether the MC%
is above or below the FSP.
MC% above FSP: physical and mechanical properties of
wood remain constant as MC% changes
MC% below FSP: physical and mechanical properties of
wood change as MC% changes
The FSP varies
for different species of wood, but is typically around 30%. Table M-1
lists FSP values for various wood species. The rate of change of
physical properties is also dependent on wood species.
Table M-1: Fiber Saturation Point
At Room Temperature
Species
FSP(%)
Ash,
white
24.0
Birch,
yellow
27.0
Douglas
fir
26.0
Hemlock,
western
28.0
Larch,
western
28.0
Pine,
loblolly
21.0
Pine,
longleaf
25.5
Pine,
red
24.0
Spruce,
red
27.0
Spruce,
Sitka
28.5
The following demonstration is based on the properties of
Douglas fir.
Demo 1: Wood Cell Moisture Content
SHRINKAGE
As the above
example demonstrates, wood changes dimensionally as it gains and/or
loses moisture at levels below the FSP. It swells as moisture content
increases and shrinks as moisture content decreases. This is because
below the FSP all moisture is bonded to the cell walls, which act like
sponges, swelling when water is added and shrinking as they dry.
The
anisotropic nature of wood causes it to shrink at different rates along
each of its three principal axes.
The greatest amount of shrinkage occurs in the direction of
the annual growth rings (tangentially).
Shrinkage across the annual growth rings (radial) is
approximately half as much as the tangential shrinkage.
Shrinkage along the grain (longitudinal) is very slight, only
about 0.1-0.2% from FSP to oven dry condition.
The inequality
of shrinkage along the three axes causes wood to deform as it dries. The
amount and type of deformation of a piece of lumber varies depending on
the orientation of the annual rings. The first demonstration
showed shrinkage at the micro level, the following demonstration illustrates
the effects of shrinkage macro level.
Demo 2: Effects of Shrinkage on Cross Sections
Lumber Deformation. Shrinkage distortion typical for
three cuts of lumber is illustrated in this log cross section.
Note the curvature of the annual rings in each cut and how that
affects the distorted shape.
Drying causes
not only cross sectional distortion, but may also result in warping
along the length of lumber. Various types of warp are due to
discontinuities such as knots as well as the annual ring orientations.