28.12.2012 Views

Plywood Design Fundamentals - Canadian Plywood Association

Plywood Design Fundamentals - Canadian Plywood Association

Plywood Design Fundamentals - Canadian Plywood Association

SHOW MORE
SHOW LESS

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

2012_april revised_48945_en_design.qxd 19/04/2012 3:04 PM Page 7<br />

3.4 Dimensional Stability<br />

<strong>Plywood</strong> is subject to dimensional changes in response to<br />

fluctuations of ambient temperature and contact with liquids<br />

or vapours. Expansion in plywoods of balanced construction<br />

is slightly greater along the grain but much less across<br />

the grain than for solid wood.<br />

The dimensional change, however, is approximately the<br />

same per unit of length in both directions because of the<br />

averaging influence of cross-bands. Change in thickness<br />

for all practical purposes is identical to that of solid wood in<br />

the radial direction.<br />

Effect of Moisture<br />

<strong>Plywood</strong>’s cross-laminated construction provides superior<br />

dimensional stability in the plane of the panel. The swelling<br />

or shrinking of wood along the grain with changes in moisture<br />

content is small, being only about 1/20 to 1/40 of that<br />

across the grain. The tendency of individual veneers to swell<br />

or shrink crosswise, therefore, is greatly restricted by the relative<br />

longitudinal stability of the adjacent plies.<br />

Expansion of a plywood panel that is free to move consists<br />

of a uniform restrained swelling across the full width or<br />

length, and a less restrained swelling at the edges. Edge<br />

swelling is independent of panel size, varies with the thickness<br />

of veneers having grain perpendicular to the direction<br />

of expansion and, for the same veneer thickness, is about<br />

twice as great for face plies as for inner plies.<br />

The average coefficient of hygroscopic expansion in thickness<br />

is about 0.003 mm per millimetre of original thickness<br />

for each 1% change in moisture content.<br />

Internal uniform dimension changes in a panel decrease as<br />

the percentage of panel thickness in plies having grain perpendicular<br />

to the direction of expansion or contraction<br />

decreases. Standard plywood constructions of four or more<br />

plies are well balanced and the perpendicular ply percentage,<br />

both across the width and along the length, seldom<br />

exceeds 60%. The average coefficient of hygroscopic<br />

expansion (or contraction) for these constructions is about<br />

0.0002 mm per millimetre of length or width for each 10%<br />

change in equilibrium relative humidity; or 0.2% from ovendry<br />

to complete saturation.<br />

The approximate relationship between relative humidity (RH)<br />

and equilibrium moisture content (EMC) of plywood is:<br />

RH (%)<br />

10<br />

20<br />

30<br />

40<br />

50<br />

60<br />

70<br />

80<br />

90<br />

100<br />

EMC at 24 o C (%)<br />

2<br />

4<br />

6<br />

7<br />

9<br />

11<br />

13<br />

16<br />

20<br />

28<br />

In normal conditions of dry use, equilibrium relative humidity<br />

may vary between 40 and 80%, with corresponding moisture<br />

contents ranging from 7 to 16%. Total dimensional changes<br />

of a 1220 mm by 2440 mm panel exposed to this change in<br />

conditions may be expected to average about 1.0 mm<br />

across the width and 2.0 mm along the length.<br />

7<br />

Effect of Temperature<br />

<strong>Plywood</strong> expands on heating and contracts on cooling. The<br />

rate of thermal expansion or contraction is practically independent<br />

of the temperature range involved, but is strongly<br />

influenced by the construction of the plywood. Thermal<br />

changes cause wood to expand about 10 times as much<br />

across the grain as it does parallel. By ignoring the influence<br />

of variations in moisture content and specific gravity, the<br />

average coefficient of linear thermal expansion a can be calculated<br />

for a temperature change of 1 °C from the following<br />

formulas:<br />

For length and width: For thickness:<br />

( ) ]<br />

ap »<br />

a t » 28 x 10 -6<br />

Values of a p for various plywood constructions are presented<br />

in Figure 2.<br />

Changes in panel dimension (length, width or thickness) due<br />

to a change in temperature can be calculated as:<br />

Final dimension = Original dimension [1 + a(DT)]<br />

where a = coefficient of thermal expansion (a p or a t).<br />

DT= change in temperature (°C)<br />

Coefficient of linear thermal expansion parallel or perpendicular<br />

to face grain direction per oC (µ p x 10-6 [<br />

)<br />

16<br />

14<br />

12<br />

10<br />

8<br />

6<br />

4<br />

2<br />

36 1 -<br />

40 -<br />

1 - 0.92<br />

0 0.0 0.2 0.4 0.6 0.8 1.0 1.2<br />

t^ ( t )<br />

t^<br />

t<br />

t^<br />

t<br />

Ratio of thickness of plies perpendicular to<br />

the direction of expansion to total thickness<br />

of panel<br />

Figure 2. Coefficients of Linear Thermal Expansion<br />

for <strong>Plywood</strong> of Various Constructions<br />

certiWood Canply plywood <strong>Design</strong> <strong>Fundamentals</strong>

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!