504030Length (cm)2010Moisture content1.00.50.00 1 20Width (cm)50403020Length (cm)100Moisture content1.00.50.00 1 2Width (cm)504030Length (cm)2010150125100755000 12TemperatureWidth (cm)504030Length (cm)2010015012510075500 1 2TemperatureWidth (cm)50(a)4030Length (cm)20100Pressure1.81.61.41.21.00 1 2Width (cm)50(b)4030Length (cm)20100Pressure1.81.61.41.21.00 1 2Width (cm)FIGURE <strong>36</strong>.24 High-temperature drying (140/858C). Carpet plot after 5 h <strong>of</strong> drying. Internal overpressure, resaturation <strong>of</strong>the end piece, thermal conduction along the thickness, and end piece close to the wet-bulb temperature are evident on theseplots. Note the high value <strong>of</strong> internal pressure and the absence <strong>of</strong> end-piece resaturation obtained for heartwood (b).actual section, a tensile stress in the surface layers and(because <strong>of</strong> equilibrium conditions) a counteractingcompressive stress in the core layers (Figure <strong>36</strong>.29c).During this period, surface checking is possible.From this point onward, the wood layers dry underload.As the drying proceeds, viscoelastic creep develops,together with mechanosorptive creep. The outer slicesappear similar in configuration to that exhibited forslice n83inFigure<strong>36</strong>.28,whiletheinternalslicesresembleslice n 81. Consequently, in spite <strong>of</strong> the flat moisturecontent pr<strong>of</strong>ile, slicing the section at the end <strong>of</strong> thedrying wouldgivepictureFigure<strong>36</strong>.30b; the coreslices,dried under compression, are smaller than the outerones, dried under tension. In the actual section, compressivestress exists in the inner part (Figure <strong>36</strong>.30c).This phenomenon is known as stress reversal or casehardening.The residual stress level depends on manyparameters (growth history, sawing pattern, dryingconditions, species, thickness, etc.), which provide most<strong>of</strong> the problems <strong>of</strong> drying optimization. In addition,one must keep in mind that gradients <strong>of</strong> moisturecontent, strain, and stress exist along the thickness.This explains the curvature <strong>of</strong> the slices observed inprong test or cup method commonly used in industryto assess stress levels (Figure <strong>36</strong>.31). When the innertensile stress is too high, internal checking occurs(Figure <strong>36</strong>.25). An interesting simulation <strong>of</strong> this testcan be found in Dahlblom et al. (1994).<strong>36</strong>.2.4 .2 Dry ing Stres s Fo rmulationDuring drying, shrinkage appears in all parts <strong>of</strong> theboard for which the moisture content X is within thehygroscopic range. The shrinkage strain is proportionalto the difference between the local moisture content andthelocalvalue<strong>of</strong>themoisturecontentatfibersaturationat the same temperature. A deformation field noted, « sh ,is defined in the material’s axes by Equation S1.If this deformation field does not fulfill the geometricalcompatibility, a strain tensor « mec related tostress is generated. The constitutive equation, whichrepresents the mechanical behavior <strong>of</strong> the material,relates this strain tensor « mec and the stress tensor.Due to the memory effect <strong>of</strong> wood, this tensor « mechas to be divided into two parts: (1) an elastic strain,« elas , connected to the actual stress tensor and (2) amemory strain, « mem , which includes all the strain dueß 2006 by Taylor & Francis Group, LLC.
to the history <strong>of</strong> that point (« mem can deal with plasticity,creep, mechanosorption, etc.).The geometrical compatibility applies to thetotal strain field « tot . When solving the mechanicalproblems in terms <strong>of</strong> displacement, the total straintensor is deduced from the displacement field and thisgeometrical condition is automatically fulfilled withinthe domain. The stress field must satisfy the local mechanicalequilibrium and the boundary conditions.Finally, the complete formulation <strong>of</strong> the stress problemis given by Equation S1 through Equation S4.<strong>36</strong>.2.4.3 Memory EffectWhile describing the strain field, « mem , lies the entireproblem <strong>of</strong> developing a constitutive model forwood, which requires both theoretical and numericalwork. Comprehensive formulations are also verydifficult to characterize (Ranta-Maunus, 1975). Theproblem lies in the fact that the memory effect <strong>of</strong>wood depends not only on the temperature and moisturecontent values but also on their variations in timeand on the history <strong>of</strong> their variations in time. This2 3A 0 0« sh ¼ H(~x) 4 0 B 0 5 (S1)0 0 CwithH(~x) ¼ 0 X(~x) X fsp if X (~x) $ X fspif X (~x) # X fsp8« tot« mec ¼ « elas þ « mem (S2)ij ¼ 1 2 (u i, j þ u j,i) over V>< s ij, j þ rf i ¼ 0 over Vs ij ¼ a ijkl (« totkl« 0 kl ) over V with «0 = « sh + « mem and 8i , G Di G Ti = Gs ij n j ¼ T ion G >:Tiu i ¼ D i ¼ 0 on G Di(S3)Remarks:. This static formulation requires that boundary and volumetric forces satisfy the global equilibrium.. G is the surface surrounding the domain V. G Di refers to the subdomain <strong>of</strong> G where the i component<strong>of</strong> the displacement is known and G Ti to the subdomain <strong>of</strong> G where the i component <strong>of</strong> the tractionforce is known. In order to ensure the uniqueness <strong>of</strong> the solution, additional conditions are requiredon the boundary conditions: 8i, mes(G Di ) > 0. Otherwise, the solution is defined within a rigid bodymotion.. As wood is orthotropic, each behavior law involves nine independent terms. In fact, it is morecommon to define the inverse <strong>of</strong> a ijkl that, for the case <strong>of</strong> linear elasticity, leads to the generalizedHooke’s law:223« LL« RR« TT6 2« LR ¼ g LR¼74 2« LT ¼ g LT52« RT ¼ g RT641E L LR RLE R1E L LTE LE R TL RT 1E R0 0 0E T TR0 0 0E T0 0 0E T10 0 00 0G LR10 0 0 0 0G LT0 0 0 0 01G RT326475s LLs RRs TTs LRs LTs RT375(S4)ß 2006 by Taylor & Francis Group, LLC.