Affiliation:
1. Graduate School of Agriculture , Kyoto University , Kita-Shirakawa, Oiwake-cho 606-8502 , Kyoto , Japan
Abstract
Abstract
The accelerated creep behavior during water desorption of wood was modeled on the Kohlausch–Williams–Watts (KWW) function and free volume concept. Assuming that the water desorption rate
dmc/dln t
$\text{dmc/dln\,t}$
is involved in the creation of a new free volume, the net creep compliance during desorption J
du(t) was obtained as
ln
J
du
(
t
)
=
β
c
ln
t
−
β
c
(
ln
τ
c
0
+
k
f
dmc
/
d
ln
t
)
+
ln
J
c
∞
$\mathrm{ln} {J}_{\text{du}}\left(t\right)={\beta }_{\text{c}} \mathrm{ln} t-{\beta }_{\text{c}}\left(\mathrm{ln} {\tau }_{\text{c}0}+{k}_{\text{f}}\,\text{dmc}/\text{d}\mathrm{ln} t\right)+\mathrm{ln} {J}_{\text{c}\infty }$
where β
c, τ
c0 and J
c∞ are the stretching parameter, characteristic time of the relaxation, and long-time asymptote compliance at a constant moisture content (mc) equal to the initial mc of the accelerated creep, respectively, and k
f is the coefficient of the water desorption rate. These parameters were determined by simulation using experimental data and literature results and were found to be reasonable. The simulation results agreed well with the experimental ones. This verifies the validity of the model and its derived equations.
Cited by
2 articles.
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