Species effect on decay resistance of wood exposed to exterior conditions above the ground in Spain

1. INTRODUCTION

Predicting the performance of building products made from timber and other bio-based building materials has become increasingly important. Performance data are requested by designers, planners, authorities and approval bodies, but are rarely available (11. Brischke, C.; Jones, D. (2016) Performance of bio-based building products - Recent activities within COST Action FP 1303; Holztechnologie. 57 [2], 47-54.
).

Service life of timber structures in outdoor conditions is predominantly affected by the climatic conditions in terms of moisture and temperature over time (22. Brischke, C.; Rapp, A.O.; Bayerbach, R. (2007) Decay influencing factors: a basis for service life prediction of wood and wood-based products. Wood. Mat. Sci. Eng. 1 [3-4], 91-107. https://doi.org/10.1080/17480270601019658.
). On-site wood decay is the result of a series of concomitant factors which make up the so-called “material climate” (the moisture content and temperature of the wood), which in turn has a direct impact on the service life of the wood products and constructions (33. Meyer-Veltrup, L.; Brischke, C. (2017) Design and performance prediction of timber structures based on a factorization approach. IRG/WP 17-20603. IRG; Stockholm.
).

Different works at European level (4-64. Thelandersson, S.; Isaksson, T.; Frühwald, E.; Toratti, T.; Viitanen, H.; Grüll, G.; Jermer, J.; Suttie, E. (2011) WoodExter-Service life and performance of exterior wood above ground. Report TVBK‐3060. ISBN 978‐91‐979543‐0‐3. Lund University; Sweden.
5. Isaksson, T.; Thelandersson, S. (2013) Experimental investigation on the effect of detail design on wood moisture content in outdoor above ground applications. Build. Environ. 59, 239-249. https://doi.org/10.1016/j.buildenv.2012.08.023.
6. Isaksson, T.; Thelandersson, S.; Jermer, J.; Brischke, C. (2015) Service life of wood in outdoor above ground applications: Engineering design guideline. Background document Rapport TVBK-3067. Lund University; Division of Structural Engineering; Lund; Sweden. ISBN 978-87993-02-2.
) have proposed new technical guidelines for the design of buildings constructed using timber with respect to durability and service life, based on a parametric system similar to that used in mechanical engineering. These guidelines are based on a limit state described as "onset of decay", defined as a state of fungal attack according to rating 1 in EN 252 (77. EN 252:2015 Field test method for determining the relative protective effectiveness of a wood preservative in ground contact. European Committee for Standardization.
), which corresponds to a slight attack which is described in the standard as the situation when perceptible surface changes are apparent, but very limited in their intensity and their position or distribution, with softening of the wood being the most common symptom.

As stated above, in analogy to mechanical engineering, the design principle used in these technical guides is based on the use of expression (Equation [1]) to evaluate every aspect of the design.

E x p o s u r e \leq R e s i s t a n c e

[1]

In expression [A] the exposure is calculated taking into account the basic exposure doses at each site according to the daily averages for material climate, modified in accordance with all the factors influencing this material climate (local exposure conditions, sheltering, distance to ground, design of details and other concomitant factors). Similarly, the design-material resistance is calculated considering a critical dose against biological agents modified by all the factors that affect this basic resistance (wetting and drying ability and crack susceptibility of the species used, protection systems, stability, etc.).

This approach, considering a basic value, not only for exposure but also for resistance, modified by all the factors affecting the basic values, closely follows the factor method idea according to ISO 15686-1 (88. ISO 15686-1 (2011) Buildings and constructed assets - Service life planning - Part 1: General principles and framework. International Organization for Standardization; Genève.
) and is an engineering approach for evaluating each decision regarding design and species/protection.

According to Marteinsson (99. Marteinsson, B. (2003) Durability and the factor method of ISO 15686-1. Build. Res. Inf. 31 [6], 416-426. https://doi.org/10.1080/0961321032000105412.
), the first to propose the use of the factor method to evaluate wood durability, when applied to wood the “factor method” consists of determining a reference value for durability, hazard or “service life”, which must then be corrected by applying a series of factors which take into account different concomitant aspects related to both the material itself (species, dimensions, treatments applied, type of material etc.) as well as the “climate” in which the material is employed, or other aspects such as design details or hazards associated with the failure of the element in question (1010. Fernandez-Golfin, J.I.; Larrumbide, E.; Ruano, A.; Galvan, J.; Conde, M. (2016). Wood decay hazard in Spain using the Scheffer index: proposal for an improvement. Eur. J. Wood Prod. 74, 591-599. https://doi.org/10.1007/s00107-016-1036-z.
).

As regards the calculation of the design-material resistance to onset of decay (onwards D_RD) in expression [A], this value is defined by a critical dose (D_crit) which is adjusted to account for specific properties of the material in terms of water uptake and release, protection against fungal attack, etc. (k factors in expression (Equation [2])) (66. Isaksson, T.; Thelandersson, S.; Jermer, J.; Brischke, C. (2015) Service life of wood in outdoor above ground applications: Engineering design guideline. Background document Rapport TVBK-3067. Lund University; Division of Structural Engineering; Lund; Sweden. ISBN 978-87993-02-2.
). As in the calculation of the characteristic value for exposure and given its common presence in the European building sector, Norway spruce (Picea abies) was chosen as reference material (33. Meyer-Veltrup, L.; Brischke, C. (2017) Design and performance prediction of timber structures based on a factorization approach. IRG/WP 17-20603. IRG; Stockholm.
, 66. Isaksson, T.; Thelandersson, S.; Jermer, J.; Brischke, C. (2015) Service life of wood in outdoor above ground applications: Engineering design guideline. Background document Rapport TVBK-3067. Lund University; Division of Structural Engineering; Lund; Sweden. ISBN 978-87993-02-2.
).

D_{R D} = D_{c r i t} * k_{w a} * k_{i n h} * k_{s i}

[2]

Where:

D_crit- is the critical dose corresponding to decay rating 1 according to EN 252 ()

k_wa- is a factor accounting for the effect of the physical properties of each wood species (e.g. wetting/releasing ability, crack susceptibility), relative to the reference species of Norway spruce

k_inh- is a factor accounting for the inherent protective properties of the tested materials against decay, relative to the reference of untreated Norway spruce. If no relevant information is available, it is suggested that a value of k_inh = 1.0 be applied for well-maintained coated wood ().

k_si- are factors accounting for any other material properties that slow down wetting or limit remaining wet, always relative to the reference of untreated Norway spruce

In Isaksson et al. (1111. Isaksson, T.; Brischke, C.; Thelandersson, S. (2013) Development of decay performance models for outdoor timber structures. Mater. Struct. 46, 1209-1225. https://doi.org/10.1617/s11527-012-9965-4.
) D_crit was evaluated for Scots pine sapwood and Douglas fir heartwood. It was found that the critical dose corresponding to decay rating 1 according to EN 252 (77. EN 252:2015 Field test method for determining the relative protective effectiveness of a wood preservative in ground contact. European Committee for Standardization.
) can be considered more or less independent of the material. Isaksson et al. (66. Isaksson, T.; Thelandersson, S.; Jermer, J.; Brischke, C. (2015) Service life of wood in outdoor above ground applications: Engineering design guideline. Background document Rapport TVBK-3067. Lund University; Division of Structural Engineering; Lund; Sweden. ISBN 978-87993-02-2.
) identified the observed differences between the performance of different species as being due to differences in water uptake/release (wetting ability) (k_wa) and protective properties inherent in the material (k_inh).

As far as the wetting ability (k_wa) is concerned, Brischke et al. (1212. Brischke, C.; Hesse, C.; Meyer, L.; Bardage, S.; Jermer, J.; Isaksson, T. (2014). Moisture dynamics of wood- An approach to implement the wetting ability of wood into a resistance classification concept. Proceedings IRG annual meeting 2014. IRG/WP 14-20557. IRG; Stockholm.
) proposed the k_wa values presented in the Table 1, expressed relative to the performance of untreated Norway spruce (Picea abies), which was chosen as the reference material and assigned a k_wa value = 1.0.

Table 1. k_wa values ().

Wood species	k_wa
Norway spruce (Picea abies) sapwood&heartwood	1.0
Scots pine sapwood (Pinus sylvestris)	0.8
Scots pine heartwood (Pinus sylvestris)	1.5
European larch heartwood (Larix decidua)	1.5
Siberian larch heartwood (Larix sibirica)	1.5
Douglas fir heartwood (Pseudotsuga menziesii)	1.5
English oak heartwood (Quercus robur)	1.0
Black locust heartwood (Robinia pseudacacia)	1.5
Western Red Cedar, heartwood (Thuja plicata)	1.5
Coated materials	2.0
Preservative-treated wood, modified wood and wood plastic composites (WPC)	1.0

It should be noted that a viable set of test methods has not yet been commonly accepted and until this occurs, the abovementioned k_wa values must be considered provisional.

An aspect which should be highlighted given its importance in the performance of timber exposed to the highly variable climatic conditions typical throughout most of Spain, is the effect of cracks on the moisture content of the wood and therefore on its durability. Meyer-Veltrup et al. (1313. Meyer-Veltrup, L.; Brischke, C.; Goritzka, C.; Hundhausen, U. (2016). Formation of cracks in wooden elements - design; moisture and durability aspects. COST FP 1303 4th Conference ‘Designing with bio-based building materials - challenges and opportunities’ 24-25 February 2016; Madrid; Spain.
) studied the effect of artificial cracks on MC in Norway spruce but found a minor effect, although the duration of the exposition in the study was very limited (three months), so the results can only be considered preliminary.

Osawa et al. (1414. Osawa, T.; Maeda, K.; Tsunetsugu, Y.; Shida, S. (2019). Influence of surface checks on wood moisture content during wetting and re‑drying. Eur. J. Wood Prod. 77, 681-689. https://doi.org/10.1007/s00107-019-01423-w.
), working on flat grain redwood (Sequoia sempervirens) and Japanese cedar (Cryptomeria japonica) specimens used the X-ray densitometry method to study the effect of artificial cracks (slits) on moisture content distribution and found that high moisture content was only present at the bottom of the slits (at a depth of 20 mm), this moisture content being over 30% after 8 h of drying, regardless of the species. These authors concluded that cracks reaching a depth of 20 mm from the surface might increase the risk of decay, at least in the species studied.

With regard to crack susceptibility, Meyer-Veltrup et al. (1313. Meyer-Veltrup, L.; Brischke, C.; Goritzka, C.; Hundhausen, U. (2016). Formation of cracks in wooden elements - design; moisture and durability aspects. COST FP 1303 4th Conference ‘Designing with bio-based building materials - challenges and opportunities’ 24-25 February 2016; Madrid; Spain.
) found high crack susceptibility in Scots pine and Norway spruce. They also concluded that cracks could provide a starting point for rot, which would affect service life, although they found no significant influence on MC.

Several previous studies have addressed the relationship between moisture content and fungal activity (studies cited in (1515. Brischke, C.; Soetbeer, A.; Meyer-Veltrup, L. (2017). The minimum moisture threshold for wood decay by basidiomycetes revisited. A review and modified pile experiments with Norway spruce and European beech decayed by Coniophora puteana and Trametes versicolor. Holzforschung. 71 [11], 893-903. https://doi.org/10.1515/hf-2017-0051.
, 1616. Rapp, A.O.; Peek, R.D.; Sailer, M. (2000). Modelling the moisture induced risk of decay for treated and untreated wood above ground. Holzforschung. 54 [2], 111-118. https://doi.org/10.1515/HF.2000.019.
), some of which have pointed to a risk of fungal attack even below the fibre saturation point, reaching the limit value of 16.3% in Picea abies (1515. Brischke, C.; Soetbeer, A.; Meyer-Veltrup, L. (2017). The minimum moisture threshold for wood decay by basidiomycetes revisited. A review and modified pile experiments with Norway spruce and European beech decayed by Coniophora puteana and Trametes versicolor. Holzforschung. 71 [11], 893-903. https://doi.org/10.1515/hf-2017-0051.
). The risk of moisture leading to wood decay, however, is commonly considered to be above a moisture content of 20 to 30% (16-1816. Rapp, A.O.; Peek, R.D.; Sailer, M. (2000). Modelling the moisture induced risk of decay for treated and untreated wood above ground. Holzforschung. 54 [2], 111-118. https://doi.org/10.1515/HF.2000.019.
17. Råberg, U.; Edlund, M.L.; Terziev, N.; Land, C.J. (2005) Testing and evaluation of natural durability of wood in above ground conditions in European overview. J. Wood Sci. 51, 429-440. https://doi.org/10.1007/s10086-005-0717-8.
18. Meyer, L.; Brischke, C. (2015). Fungal decay at different moisture levels of selected European-grown wood species. Int. Biodeter. Biodegr. 103, 23-29. https://doi.org/10.1016/j.ibiod.2015.04.009.
). Morris and Winandy (1919. Morris, P.; Winandy, J.E. (2002). Limiting Conditions for Decay in Wood Systems. International Research Group on Wood Protection; Stockholm; IRG/WP 02-10421. IRG; Stockholm.
) considered moisture content of between 20% and 30% to be a suspicious grey area and therefore, for safety reasons, proposed a limit value of 20% to be used in North American light-framed construction.

Isaksson and Thelandersson (55. Isaksson, T.; Thelandersson, S. (2013) Experimental investigation on the effect of detail design on wood moisture content in outdoor above ground applications. Build. Environ. 59, 239-249. https://doi.org/10.1016/j.buildenv.2012.08.023.
), who considered a moisture content threshold level of 25% to be that at which the decay process becomes active, proposed a measure of the moisture trapping effect of different features (including cracks) counting for the number of days in a year in which the moisture content is above 25%. This indicator (number of days with a given MC value) was also considered by Meyer-Veltrup and Brischke (33. Meyer-Veltrup, L.; Brischke, C. (2017) Design and performance prediction of timber structures based on a factorization approach. IRG/WP 17-20603. IRG; Stockholm.
) as a useful and simple alternative indicator to the more complex and accurate performance models.

As regards the influence of temperature on fungal growth, Zak and Wildman (2020. Zak, J.C.; Wildman, H.G. (2004). 14 - Fungi in stressful environments. In Biodiversity of fungi. Burlington: Academic Press; 303-315. https://doi.org/10.1016/B978-012509551-8/50017-9.
) found that the majority of fungi appear to develop satisfactorily at temperatures of between 5 and 35ºC, while Viitanen (2121. Viitanen, H.A. (1997) Modelling the time factor in the development of brown rot decay in Pine and Spruce sapwood-the effect of critical humidity and temperature conditions. Holzforschung. 51, 99-106. https://doi.org/10.1515/hfsg.1997.51.2.99.
) identified a lower limit for fungal development of 0ºC.

The objective of the present study is to improve our understanding of the factors affecting the biological resistance of timber and therefore the service life of timber elements by characterizing the effect of species under the prevalent climatic conditions in Spain.

The discernible effect of species on the expected service life of untreated timber is mainly due, apart from aspects related to the natural durability of each species, to certain physical characteristics, such as their susceptibility to cracking, degree of permeability or rate of release in drying, since all of these aspects affect the time of wetness (time during which the wood has a moisture content above the established risk threshold) at the surface in contact with the water and the depth reached by the moisture.

With respect to the effect of different wetting/releasing ability, wood species that are less permeable to water are expected to perform better than those which are more permeable in uses where wood is exposed to intermittent wetting (2222. Kutnik, M.; Suttie, E.; Brischke, C. (2014) European standards on durability and performance of wood and wood-based products - Trends and challenges. Wood Mater. Sci. Eng. 9 [3], 122-133. https://doi.org/10.1080/17480272.2014.894574.
). Hence, wetting/releasing ability is expected to play a crucial role in the performance of wood exposed to exterior conditions in those localities where rain events are short and scarce and dry periods are long and intense.

2. MATERIALS AND METHODS

⌅

In the context of the Spanish national project BIA2013-42434-R on the Evaluation of functional behaviour of wood in outdoor above ground applications, seven different field testing devices were deployed outdoors in seven different Spanish locations (Figure 1). These locations were chosen to include the effect of the most representative climates in Spain, reflected in their respective Scheffer index values (Table 2).

The Scheffer index (1971) is an index for estimating potential risk of decay in wood due to the effect of wood-degrading fungi. This index incorporates the multiplier effect of temperature (T) above a specific threshold value (2ºC), a lower thermal limit for the growth of wood-rotting fungi, as well as precipitation frequency (the number of days per month, D, with more than 0.25mm precipitation in its initial formulation). The typical formulation in degrees Celsius is (Equation [3]):

I S = \sum_{j a n}^{d e c} \frac{(T - 2) (D - 3)}{16 .7}

[3]

In this expression, a value of 16.7 is considered as the denominator of the equation so that the index value varied throughout the USA between 0 and 100. This value can be redefined within each country or geographic zone so that the IS varies between 0 and 100. Fernández-Golfin et al. (1010. Fernandez-Golfin, J.I.; Larrumbide, E.; Ruano, A.; Galvan, J.; Conde, M. (2016). Wood decay hazard in Spain using the Scheffer index: proposal for an improvement. Eur. J. Wood Prod. 74, 591-599. https://doi.org/10.1007/s00107-016-1036-z.
) made use of the original 16.7 value.

Table 2 shows the Sheffer index values for each locality, calculated according to AEMET climate data for the period 1981-2010, using two calculation methods proposed by Fernández-Golfin et al (1010. Fernandez-Golfin, J.I.; Larrumbide, E.; Ruano, A.; Galvan, J.; Conde, M. (2016). Wood decay hazard in Spain using the Scheffer index: proposal for an improvement. Eur. J. Wood Prod. 74, 591-599. https://doi.org/10.1007/s00107-016-1036-z.
), without considering (IS1) and considering (IS2) the effect of condensation. The data in Table 2 reveal the discernible effects related to the presence of condensation and the reason why certain locations with similar IS1 values were chosen for the deployment of field testing devices.

Figure 1 provides a general view of the variability of the Scheffer index (IS1) values obtained in Spain (1010. Fernandez-Golfin, J.I.; Larrumbide, E.; Ruano, A.; Galvan, J.; Conde, M. (2016). Wood decay hazard in Spain using the Scheffer index: proposal for an improvement. Eur. J. Wood Prod. 74, 591-599. https://doi.org/10.1007/s00107-016-1036-z.
) along with the location of each of the field testing devices.

Figure 1. Test sites (IS1 Scheffer indexes in Spain ()).

Table 2. Sheffer indexes of each site.

Locality (Place)	IS1	IS2	Climate	Collateral effects	Installation date
Asturias-Llames (Private)	81	126	Northern-Atlantic coast	Sea effect	19/03/2015
Vitoria (NEIKER)	45	76	Continental	Large sources of humidity (lake)	12/03/2015
Palencia (University-ETSIAM)	23	74	Continental	Cold winters and dry summers	28/01/2015
Madrid (INIA)	22	42	Continental	Long, hot summer	27/11/2014
Cordoba (University-Rabanales)	16	35	Continental	Extremely hot summer	07/04/2015
Huelva (University-La Rábida)	26	62	Southern-Atlantic coast	Sea effect	08/04/2015
Valencia (Private)	26	62	Mediterranean coast	Sea effect	4/03/2015 (removed 16/09/2015)

Each field testing device comprised a metal frame (Figure 2) with seven planks of sawn wood measuring 20x100x750 mm³, arranged horizontally and with a gap of 20 mm between each. The planks in each field-testing device were from three different pine wood types: Scots (PS), Laricio (PL) and Radiata (PR), as well as from Sweet chestnut (CS), Eucalyptus globulus (EU), thermo-treated radiata pine (at 210ºC) and Norway spruce (SP). These species were chosen because of their common presence in construction products in both the Spanish and European markets and because of their particular characteristics regarding wetting/releasing ability and crack susceptibility and the relationship of the latter with moisture and liquid water. The field testing devices were situated outdoors with no protection at all against the sun or rainfall. All devices were arranged in a north-south direction (boards arranged in an east-west direction).

Figure 2. Trial set-up (Madrid).

In each trial set-up, the moisture content of each of the seven solid wood pieces were recorded every two hours using a data logging device installed inside a protective box to prevent leaking (Figure 2). Moisture content measurements were made during 3 years (2016, 2017 and 2018).

All the pieces included in each test device were selected from approximately tangentially sawn wood, placed with the pith facing upwards to avoid the collateral effect produced by excessive checking.

Stainless steel screws inserted from the lower face up to the centre of the pieces (10 mm) were used as moisture content sensors, the outer 7mm of which were Teflon covered to avoid measuring the surface moisture. To determine the temperature of the wood a Resistance Temperature Detector (RTD) was inserted into one of the pieces (Scots pine) of wood in each trial and recorded at the same time than the moisture content.

The horizontal arrangement, separation and size of the planks in this approach as well as the measurement of the moisture content on the underside of the central part of the planks were adopted in accordance with the recommendations in Cost Action FP1303 (2323. Brischke, C.; Humar, M.; Meyer, L.; Bardage, S.; Van den Bulcke, J. (2014). Cost Action FP 1303. Cooperative Performance Test. Instructions for participants.
) for the characterization of exterior wood performance at European level with the aim of creating a common database. The device used to measure and record the moisture content of the wood was composed of an eight channel moisture sensor (Type Gigamodule, Scanntronik GmbH) and a datalogger (Type Thermofox, Scanntronik GmbH), which have commonly been employed in other similar studies conducted at European level, albeit under other climatic conditions. Maximum methodological coincidence was sought with other characterization studies at European level under Cost Action FP1303 in order to contribute to a European database and thus be able to compare results.

The seven testing devices were set up at the locations and dates listed in the Table 2.

The testing device located in Valencia was withdrawn in September 2016 due to a problem with permission for the installation. As the Valencia and Huelva locations have the same Scheffer index values (IS1 and IS2) as well as sea effect (Table 2) the Valencia device was not replaced by another and the location was removed from the analysis.

To obtain high quality data and avoid measurement errors, the functioning of the measurement device (Gigamodule) was continuously monitored by connecting a 10 Mohms calibrated resistance to channel 8 as well as carrying out monthly controls using manual devices (GANN RTU600) for measuring the moisture content of every plank through moisture content sensors similar to those used for the primary measurements. These duplicated sensors were installed on the underside of each plank, at a distance of 50 mm from the primary sensors. Thus, a monthly comparison between primary and secondary measurements was performed, taking into account the acceptance criteria of maximum differences of ±2%. All the manual measurements were taken in the absence of active rain events. Fortunately, all the measurements were within the acceptance threshold.

In order to convert the electrical resistance readings (R) from the measurement devices to values for wood moisture content (MC), mathematical models were used to relate both variables to each other along with temperature. For the laricio, radiata and scots pines, as well as for the sweet chestnut, the thermo-treated radiata pine and the eucalyptus, the models used in this study were taken from previous studies (24-2624. Fernandez-Golfin, J.I.; Conde, M.; Conde, M.; Fernandez-Golfin, J.J.; Calvo, R.; Baonza, M.V.; de Palacios, P. (2012). Curves for the estimation of the moisture content of ten hardwoods by means of electrical resistance measurements. Forest Syst. 21 [1], 121-127. https://doi.org/10.5424/fs/2112211-11429.
25. Fernández-Golfín, J.I.; Conde García, M.; Fernández-Golfín, J.J.; Conde García, M.; Hermoso, E.; Cabrero, J.C. (2014). Effect of temperature of thermotreatment on electrical conductivity of radiata pine timber. Maderas. Cienc. Tecnol. 16 [1], 25-36. https://doi.org/10.4067/S0718-221X2014005000003.
26. Conde García, M.; Conde García, M.; Fernández-Golfín, J.I. (2020). Improving the performance of wood moisture content measuring devices by new calibration curves for four European softwoods growing in Spain. Wood mater Sci. Eng. (In edition).
). In the case of spruce, the model used was that published by Forsén and Tarvainen (2727. Forsén, H.; Tarvainen, V. (2000). Accuracy and functionality of hand held wood moisture content meters. VTT publications num. 420. 95 pp. ISBN 951-38-5581-3.
). Thus, the models finally used in the present study were the following (adjusted to 20ºC):

Eucalyptus globulus: MC=(LOG10(LOG10(R)+1)-1.20197)/(-0.05422) (R²= 99.7%)
Laricio Pine: MC=(LOG10(LOG10(R)+1)- 1.078018)/(-0.03783) (R²= 99.4%)
Spruce: MC=(LOG10(LOG10(R)+1)-1.014)/(-0.034) (R²= 92.2)
Scots pine: MC=(LOG10(LOG10(R)+1)- 1.097831)/(-0.03914) (R²= 99.5%)
Radiata pine: MC=(LOG10(LOG10(R)+1)- 1.105843)/(-0.03964) (R²= 99.2%)
Sweet chestnut: MC=(LOG10(LOG10(R)+1)-1.03248)/(-0.041097) (R²= 99.3%)
Thermo-treated radiata pine: MC=(LOG10(LOG10(R)+1)-1.08884)/(-0.046215) (R²= 99.7%)
Maritime pine: MC=(LOG10(LOG10(R)+1)- 1.093632)/(-0.04067) (R²= 99.5%)

The moisture content measurements were adjusted to 20ºC according to our own and unpublished model, later included in the Scanntronik Softfox 3.03 software for automatic corrections.

To estimate species-specific decay potentials and how they are affected by the different climatological characteristics of sites, an index (NMC18) consisting of the number of days with moisture content greater than 18% was used in this study.

A critical limit of 18% in MC was used rather than a value within the interval 20% to 25% for the following reasons:

A MC value of 18% for solid timber represents the threshold of change from service class 2 to class 3 under norm EN 1995-1-1 (Eurocode 5) (2828. EN 1995-1-1:2016 Eurocode 5: Design of timber structures - Part 1-1: General - Common rules and rules for buildings.
), also included in the Spanish Technical Building Code (2929. Ministerio de Fomento (2009). Documento Básico SE-M Seguridad Estructural Madera. Código Técnico de la Edificación (in Spanish).
). This value of 18% is the limit based on which the engineer or design professional must calculate and consider requirements for products due to high moisture content. The use of this threshold allows conclusions to be drawn not only with regard to the biological durability, but also to the physical endurance of the timber elements, especially laminated and agglomerated timber products.
At all the locations in Spain, except for certain specific moments, the average temperature over the year (monthly average temperatures between 3º and 30ºC) is favourable for the development of fungi, since it is well above the lower threshold of activity established by Viitanen (2121. Viitanen, H.A. (1997) Modelling the time factor in the development of brown rot decay in Pine and Spruce sapwood-the effect of critical humidity and temperature conditions. Holzforschung. 51, 99-106. https://doi.org/10.1515/hfsg.1997.51.2.99.
). For this reason, it is necessary to consider a more conservative moisture content limit since a greater intensity of fungal attack can be expected.
As highlighted in the introduction, numerous studies have detected the colonization and even attack by fungi decay at moisture content levels below the fibre saturation point, and even at values below 18%. Johannsson et al. (3030. Johansson, P.; Bok, G.; Ekstrand-Tobin, A. (2013). The effect of cyclic moisture and temperature on mould growth on wood compared to steady state conditions. Build. Environ. 65, 178-184. https://doi.org/10.1016/j.buildenv.2013.04.004.
) established a relative humidity (RH) of 80% at ambient temperature, corresponding to an EMC of 18% in solid wood, above which there is a non-negligible risk of fungi decay development. Similarly, Morris and Winandy (1919. Morris, P.; Winandy, J.E. (2002). Limiting Conditions for Decay in Wood Systems. International Research Group on Wood Protection; Stockholm; IRG/WP 02-10421. IRG; Stockholm.
) proposed a limit value of 20%, for safety reasons, to be used in North American light-framed construction. These factors, combined with the favourable thermal conditions in the Iberian Peninsula for the rapid development of fungi decay, it was decided to adopt a conservative risk management strategy, using a MC threshold of 18%.
The measurement technique used to estimate the moisture content of the wood (electrical resistance), when used in exterior conditions and on material with drying cracks (common in locations with high seasonal MC variation) presents notable uncertainty as the water accumulated in the cracks can lead to unusual high measurements. The intensity of cracking was high at all the locations except for Asturias-Llames, so unreal fluctuations occurred which affected the precision of the MC measurement. These abnormally high values last for short periods of time (4-8 hours) but are sufficient to artificially increase the number of days with MC values above 22 or 25% and affecting also the maximum MC values. In all the studied localities, a moisture content level above 18% already points to the presence of rain events and therefore the existence of a non-negligible risk of moisture content compatible with fungal attack.

Climate data for all sites were available from AEMET (Agencia Estatal de Meteorología, Spanish Metereological State Agency) weather stations, where measurements of daily precipitation, daily relative humidity (RH) and average daily temperature were recorded.

All the wood samples from each of the field testing devices were evaluated every six months to detect the presence of decay according to EN 252 (77. EN 252:2015 Field test method for determining the relative protective effectiveness of a wood preservative in ground contact. European Committee for Standardization.
) (Table 3).

Table 3. Rating system for the assessment of attack caused by microorganisms on test samples.

Rating	Classification	Definition
0	No attack	No change perceptible by the means at the disposal of the inspector in the field. If only a change of color is observed, It shall be rated 0.
1	Slight attack	Perceptible changes, but very limited in their intensity and their position or distribution: changes, which only reveal themselves externally by superficial degradation, softening of the wood being the most common symptom.
2	Moderate attack	Clear changes: softening of the wood to a depth of at least 2 mm over a surface area covering at least 10 cm², or softening to a depth of at least 5 mm over a surface area less than 1 cm².
3	Severe attack	Severe changes: marked decay in the wood to a depth of at least 3 mm over a wider surface (covering at least 25 cm²), or softening to a depth of at least 10 mm over a more limited surface area.
4	Failure	Impact failure of the sample in the field.

The moisture content of the thermo-treated radiata pine never exceeded the threshold of 18% at any time or location, hence it was excluded from the analysis.

The crack evaluation was carried out every six months during outdoor exposure, according to ISO 4628-4 criteria (3131. ISO 4628-4 (2004): Paints and varnishes - Evaluation of degradation of coatings - Designation of quantity and size of defects; and of intensity of uniform changes in appearance - Part 4: Assessment of degree of cracking.
) (Table 4).

Table 4. Classification of cracks according to ISO 4628-4.

Class	Number of cracks	Size of cracks
0	No cracks visible	Not visible under x 10 magnification
1	Single cracks, barely visible and only on the surface	Visible under magnification up to x 10
2	Small cracks, clearly visible on the surface	Visible with normal corrected vision
3	Moderate number of cracks	Clearly visible with normal corrected vision
4	Large number of cracks	Large cracks generally up to 1 mm wide
5	Very large number of cracks	Very large cracks generally more than 1 mm wide

Regarding the analysis of crack susceptibility for the different wood species, our initial hypothesis was to consider that this susceptibility could be established by means of the use of the Coefficient of anisotropy (relation between tangential and radial shrinkage) and the Absolute anisotropy (difference between the total tangential and radial shrinkage). The values for both coefficients for the different wood species considered in the present study can be read in Table 5. These values were obtained according to ISO 4469 (3232. ISO 4469:1981 Wood - Determination of radial and tangential shrinkage. International Organization for Standardization.
) methodology.

Table 5. Physical properties of wood affecting wood-water relationships.

Property	Standard	Pine Scots	Pine Laricio	Pine Radiata	Spruce	Eucalypt	Chestnut	Source
Coeff of anisotropy	ISO 4469	1.8	1.5	1.8	2.2*	2.3	2.2	(3333. Fernández-Golfín Seco, J.I.; Conde García, M. (2007). Manual técnico de secado de maderas. 2019 p. ISBN 978-84-87381-37-9. Asociación de Investigación Técnica de las Industrias de la Madera y el Corcho (https://infomadera.net/modulos/publicaciones.php?id=6&claseact=publicaciones). )
Absolute anisotropy	ISO 4469	3.2	2.6	3.3	3.0	5.7	4.3	* (3434. Bengtsson, C. (2001). Variation of moisture induced movements in Norway spruce (Picea abies). Ann. For. Sci. 58, 569-581. )

3. RESULTS AND DISCUSSION

⌅

Table 6 shows an annual summary of the main results per species and location. Table 7 presents a summary of the values recorded over the three years for each location and wood species.

The data in tables 6 and 7 are derived from the daily data (measures taken at 12a.m.) for MC and temperature of the wood, from which monthly averages, an annual value (Table 6) and subsequently a value for the whole period, are calculated (Table 7).

The data shown in Table 6 are the following:

“Rt”: Total annual rainfall in mm
“NR”: Total number of rainfall days with precipitation of more than 0.2mm
“NR10”: Total number of rainfall days with precipitation of more than 10 mm
“NR50”: Total number of rainfall days with precipitation of more than 50 mm
“NMC18”: Total number of days with MC above 18%
“NMC18R”: Percentage of the number of days with MC above 18% relative to the reference species (SP-Norway spruce), calculated for each location. For SP, NMC18R will always be 1.00
“Aver_NMC18R”: Average value of NMC18R per species for the three years analyzed (2016, 2017, 2018)
“SP”: Wood species (EU-Eucalypt, PL-Laricio Pine, SP-Norway Spruce, PR-radiata Pine, CS-Chestnut)

Table 7 contains the following data:

“IS1”: Scheffer index calculated according to the original expression (1010. Fernandez-Golfin, J.I.; Larrumbide, E.; Ruano, A.; Galvan, J.; Conde, M. (2016). Wood decay hazard in Spain using the Scheffer index: proposal for an improvement. Eur. J. Wood Prod. 74, 591-599. https://doi.org/10.1007/s00107-016-1036-z.
)
“IS2”: Scheffer index calculated taking into account the effect of condensations (1010. Fernandez-Golfin, J.I.; Larrumbide, E.; Ruano, A.; Galvan, J.; Conde, M. (2016). Wood decay hazard in Spain using the Scheffer index: proposal for an improvement. Eur. J. Wood Prod. 74, 591-599. https://doi.org/10.1007/s00107-016-1036-z.
)
“ΣT_med”: Summation (three years) of the average monthly temperatures
“ΣNT30”: Summation (three years) of the number of days with temperature above 30ºC
“ΣNT<10”: Summation (three years) of the number of days with temperature below 10ºC
“ΣRt”: Summation (three years) of the annual rainfall
“ΣNR”: Summation (three years) of the number of days with rainfall of more than 0.2 mm
“ΣNR10”: Summation (three years) of the number of days with rainfall above 10 mm
“ΣNR50”: Summation (three years) of the number of days with rainfall above 50 mm
“NR50R”: Percentage of days with rainfall above 50 mm (ΣNR50) with respect to the total (ΣNR). This is a measure of the torrential nature of the rainfall.

Table 6. Summary of annual results per species and location.

Place	SP	Year	Rt	NR	NR10	NR50	NMC18	NMC18R	Aver_NMC18R	Place	SP	Year	Rt	NR	NR10	NR50	NMC18	NMC18R	Aver_NMC18R
Llames	EU	2016	979.5	156	105	67	21	0.06		Huelva	EU	2016	559.2	61	52	32	18	0.26
Llames	EU	2017	1239.6	174	131	74	20	0.05	0.07	Huelva	EU	2017	513.7	33	30	17	13	0.25	0.27
Llames	EU	2018	1281.3	182	134	76	30	0.08		Huelva	EU	2018	588.0	85	61	33	28	0.29
Llames	PL	2016					313	0.95		Huelva	PL	2016					60	0.88
Llames	PL	2017					349	0.96	0.96	Huelva	PL	2017					50	0.94	0.91
Llames	PL	2018					356	0.98		Huelva	PL	2018					88	0.90
Llames	SP	2016					330	1.00		Huelva	SP	2016					68	1.00
Llames	SP	2017					365	1.00	1.00	Huelva	SP	2017					52	1.00	1.00
Llames	SP	2018					365	1.00		Huelva	SP	2018					98	1.00
Llames	PS	2016					324	0.98		Huelva	PS	2016					70	1.03
Llames	PS	2017					363	0.99	0.99	Huelva	PS	2017					57	1.08	1.04
Llames	PS	2018					360	0.99		Huelva	PS	2018					99	1.01
Llames	PR	2016					319	0.97		Huelva	PR	2016					59	0.87
Llames	PR	2017					363	1.00	0.98	Huelva	PR	2017					46	0.87	0.87
Llames	PR	2018					358	0.98		Huelva	PR	2018					86	0.88
Llames	CS	2016					169	0.51		Huelva	CS	2016					32	0.47
Llames	CS	2017					201	0.55	0.54	Huelva	CS	2017					22	0.42	0.44
Llames	CS	2018					208	0.57		Huelva	CS	2018					43	0.44
Place	SP	Year	Rt	NR	NR10	NR50	NMC18	NMC18R	Aver_NMC18R	Place	SP	Year	Rt	NR	NR10	NR50	NMC18	NMC18R	Aver_NMC18R
Vitoria	EU	2016	683.1	162	110	39	33	0.18		Cordoba	EU	2016	597.4	73	61	37	24	0.35
Vitoria	EU	2017	613.9	130	90	40	35	0.19	0.19	Cordoba	EU	2017	339.3	48	40	22	15	0.39	0.40
Vitoria	EU	2018	693.6	167	120	50	49	0.21		Cordoba	EU	2018	619.7	92	67	36	38	0.45
Vitoria	PL	2016					185	0.98		Cordoba	PL	2016					61	0.88
Vitoria	PL	2017					180	0.96	0.98	Cordoba	PL	2017					33	0.87	0.91
Vitoria	PL	2018					230	0.98		Cordoba	PL	2018					83	0.99
Vitoria	SP	2016					188	1.00		Cordoba	SP	2016					69	1.00
Vitoria	SP	2017					187	0.80	1.00	Cordoba	SP	2017					38	1.00	1.00
Vitoria	SP	2018					235	1.00		Cordoba	SP	2018					84	1.00
Vitoria	PS	2016					191	1.02		Cordoba	PS	2016					74	1.07
Vitoria	PS	2017					191	1.02	1.02	Cordoba	PS	2017					42	1.11	1.09
Vitoria	PS	2018					243	1.03		Cordoba	PS	2018					91	1.08
Vitoria	PR	2016					186	0.99		Cordoba	PR	2016	597.4	73	61	37	52	0.75
Vitoria	PR	2017					181	0.97	0.99	Cordoba	PR	2017	339.3	48	40	22	32	0.84	0.81
Vitoria	PR	2018					239	1.02		Cordoba	PR	2018	619.7	92	67	36	70	0.83
Vitoria	CS	2016					100	0.53		Cordoba	CS	2016	597.4	73	61	37	22	0.32
Vitoria	CS	2017					95	0.51	0.51	Cordoba	CS	2017	339.3	48	40	22	11	0.29	0.32
Vitoria	CS	2018					115	0.49		Cordoba	CS	2018	619.7	92	67	36	30	0.36
Place	SP	Year	Rt	NR	NR10	NR50	NMC18	NMC18R	Aver_NMC18R	Place	SP	Year	Rt	NR	NR10	NR50	NMC18	NMC18R	Aver_NMC18R
Palencia	EU	2016	353.8	95	63	22	47	0.27		Madrid	EU	2016	453.5	92	67	34	45	0.36
Palencia	EU	2017	187.7	60	40	14	25	0.30	0.29	Madrid	EU	2017	283.8	58	36	14	10	0.37	0.37
Palencia	EU	2018	531.4	120	89	36	58	0.30		Madrid	EU	2018	522.3	103	75	32	41	0.39
Palencia	PL	2016					149	0.87		Madrid	PL	2016					115	0.91
Palencia	PL	2017					70	0.83	0.85	Madrid	PL	2017					25	0.93	0.91
Palencia	PL	2018					168	0.86		Madrid	PL	2018					96	0.91
Palencia	SP	2016					172	1.00		Madrid	SP	2016					126	1.00
Palencia	SP	2017					84	1.00	1.00	Madrid	SP	2017					27	1.00	1.00
Palencia	SP	2018					196	1.00		Madrid	SP	2018					106	1.00
Palencia	PS	2016					166	0.97		Madrid	PS	2016					135	1.07
Palencia	PS	2017					78	0.93	0.95	Madrid	PS	2017					29	1.07	1.07
Palencia	PS	2018					190	0.97		Madrid	PS	2018					113	1.07
Palencia	PR	2016					146	0.85		Madrid	PR	2016					110	0.87
Palencia	PR	2017					66	0.79	0.82	Madrid	PR	2017					24	0.89	0.89
Palencia	PR	2018					162	0.83		Madrid	PR	2018					95	0.90
Palencia	CS	2016					55	0.32		Madrid	CS	2016					42	0.33
Palencia	CS	2017					25	0.30	0.32	Madrid	CS	2017					10	0.37	0.37
Palencia	CS	2018					70	0.36		Madrid	CS	2018					42	0.40

Table 7. Summary of the three years of climatic records measured for each location and species.

Species	LOCATIONS (average NMC18R)
Species	Llames	Vitoria	Palencia	Madrid	Cordoba	Huelva
PL	0.96	0.98	0.85	0.91	0.91	0.91
PR	0.98	0.99	0.82	0.89	0.81	0.87
PS	1.02	1.02	0.95	1.07	1.09	1.04
SP	1.00	1.00	1.00	1.00	1.00	1.00
EU	0.07	0.19	0.29	0.37	0.40	0.27
CS	0.54	0.51	0.32	0.37	0.32	0.44
Species	LOCATIONS (ΣNMC18)
SP	1060	610	452	259	191	218
Clima (3 years)
IS1	42	24	10	10	14	14
ΣT_med	528,2	437,9	424,2	547,9	649,3	517.6
ΣNT30	0	1	1	17	81	13
ΣNT<10	148	451	507	392	174	57
ΣRt	3500.4	1990.6	1072.9	1259.6	1557.9	1661.0
ΣNR	512	459	275	253	213	179
ΣNR10	370	320	192	178	168	143
ΣNR50	217	129	72	80	95	82
ΣNR70	174	84	53	59	71	71
NR50R (%)	42	28	26	32	45	46

If the Sheffer index average values (IS1) calculated using the climatic records taken at each site over the three years (2016, 2017 and 2018) are compared with the historic data in Table 2 for the same sites, it can be observed that the climate over the considered three year period was drier than the historical series, which resulted in a notable reduction in the Sheffer index value and therefore in the risk of decay at all the locations. This fact alone explains the absence of decay in any of the wood samples at any of the locations, except for the Radiata pine at the Asturias-Llames site at the end of 2018, despite the presence of moderate to large levels of cracking at all the sites except Asturias-Llames.

Due to the generalized absence of decay at the different locations it is impossible to develop a predictive model addressing the relationship between the number of days with moisture content above 18% (NMC18) and the onset of decay according to wood species and location. Hence, this study only evaluates the relative risk of decay by considering the number of days with humidity content above (NMC18 in Table 6) as risk indicator and comparing the NMC18 values for each species with respect to the average values for Norway spruce (SP) at each location.

Norway spruce was chosen as the basis for comparison because this species is commonly used in studies evaluating D_crit, the critical dose for decay resistance (33. Meyer-Veltrup, L.; Brischke, C. (2017) Design and performance prediction of timber structures based on a factorization approach. IRG/WP 17-20603. IRG; Stockholm.
, 66. Isaksson, T.; Thelandersson, S.; Jermer, J.; Brischke, C. (2015) Service life of wood in outdoor above ground applications: Engineering design guideline. Background document Rapport TVBK-3067. Lund University; Division of Structural Engineering; Lund; Sweden. ISBN 978-87993-02-2.
), and k_wa indexes (66. Isaksson, T.; Thelandersson, S.; Jermer, J.; Brischke, C. (2015) Service life of wood in outdoor above ground applications: Engineering design guideline. Background document Rapport TVBK-3067. Lund University; Division of Structural Engineering; Lund; Sweden. ISBN 978-87993-02-2.
, 1212. Brischke, C.; Hesse, C.; Meyer, L.; Bardage, S.; Jermer, J.; Isaksson, T. (2014). Moisture dynamics of wood- An approach to implement the wetting ability of wood into a resistance classification concept. Proceedings IRG annual meeting 2014. IRG/WP 14-20557. IRG; Stockholm.
).

With the exception of coastal areas (Asturias-Llames and to a lesser extent Huelva) or those affected by nearby sources of moisture (Vitoria, with big lakes closed to the device), the degree of cracking in all the wood samples can be classified as moderate to large, although with differences among species.

Focusing on the evaluation according to aspect, among the conifer species, especially at the sites with intense continental climates (Palencia, Madrid, Córdoba), the Scots pine is that which shows the highest level of cracking (level 4 in Table 4) at the end of the three year period, followed by Radiata pine (level 3) and Laricio pine (also level 3 but with less cracks than Radiata pine). Norway spruce presents an intermediate level of cracking (level 3), similar to that of Laricio pine. This conclusion agrees with the conclusion of Meyer-Veltrup et al. (1313. Meyer-Veltrup, L.; Brischke, C.; Goritzka, C.; Hundhausen, U. (2016). Formation of cracks in wooden elements - design; moisture and durability aspects. COST FP 1303 4th Conference ‘Designing with bio-based building materials - challenges and opportunities’ 24-25 February 2016; Madrid; Spain.
) regarding the high susceptibility of cracking of Scots Pine but does not confirm the initial hypothesis we had on the direct effect of the Coefficient of anisotropy and the Absolute anisotropy (Table 5) on the cracking behaviour. This difference in behaviour in the samples evaluated with respect to the expected theoretical behaviour suggests that in practice the susceptibility to cracking also depends on other factors such as the microstructure, chemical composition or permeability.

A notable difference can be observed in the performance of the hardwoods, being its cracking intensity much lower than that of the conifer species, despite having higher Coefficient of anisotropy and Absolute anisotropy values. Eucalyptus presents a large amount of short, shallow cracks (level 2), while the Sweet chestnut has very few cracks, although longer and deeper (level 1). This difference in the observed level of cracking between hardwoods and conifer species may be due to the notably stronger transversal microstructure and lower permeability of the hardwood species under study, which is evidenced by the lower NMC18 values at all the locations meaning that extreme variations in MC are much less frequent.

Since straight fibre pieces were selected in all cases, none of them presented twists.

As regards the relative values, with respect to Norway spruce, for the total number of days with a moisture content above 18% (NMC18R), as presented in the upper part of Table 7, the following aspects can be observed:

In the case of the softwoods (PS, PL, PR, SP):
1. In general, the values for the three pine species (PL, PS, PR) reflect similar performance, since the relative index values are close to one, with the exception of PR in Cordoba.
2. As expected, the most permeable woods; Laricio pine (PL) and especially Radiata pine (PR), seem to present lower NMC18R values in those locations where the sum of the monthly average temperatures is warmer (higher ΣT_med values) and where there are more high-temperature events, represented by higher ΣNT30 values (Madrid, Cordoba and Huelva). In these locations, the torrential risk index represented by the NR50R value is also higher. This effect can be explained by the short duration of the rain events (2 days on average) and long duration of the dry periods also with the greater drying ability of PL and PR drives to reduced values of MC for more days during the year (see NMC18 values for these species per year in Table 6). At the Huelva site these values are less appreciable than in Cordoba and Madrid due to the sea proximity effect in Huelva, which leads to higher annual average relative humidity and therefore slower drying rate and smaller number of cracks (due to lower annual variations in MC values).
In the case of the hardwoods (EU and CS):
1. The reduced wetting ability of eucalyptus leads to lower NMC18 values at all sites, this effect being much more evident at the sites with highest rainfall (Asturias-Llames and Vitoria). The more rapid drying of chestnut in comparison to eucalyptus leads to lower NMC18 values in chestnut at those sites with fewer rain events (Palencia, Madrid, Cordoba and Huelva).
2. The slower drying rate of eucalyptus also results in less cracking compared to chestnut, not only due to smaller differences between maximum and minimum MC but also to lower drying stress values.

It is not possible to determine the effect of cracking in wood exposed to outdoor conditions only by analysing the absolute and relative NMC18 values obtained (Tables 6 and 7) at the different sites, nor is it possible to confirm the affirmation of Meyer-Veltrup et al. (1313. Meyer-Veltrup, L.; Brischke, C.; Goritzka, C.; Hundhausen, U. (2016). Formation of cracks in wooden elements - design; moisture and durability aspects. COST FP 1303 4th Conference ‘Designing with bio-based building materials - challenges and opportunities’ 24-25 February 2016; Madrid; Spain.
) with respect to the limited influence of cracking in the MC of exterior wood. Therefore, the different performance observed among species can only be attributed to the joint contribution of their different wetting/releasing ability along with their susceptibility to cracking. Hence, the NM18R values presented in Tables 6 and 7 can be used to obtain the species factor (k_wa) value for the studied species.

The k_wa values proposed in this study for the considered species will be the inverse of the maximum NMC18R values for each species, taking into consideration the six sites analyzed as a whole. These proposed values are shown in Table 8.

Table 8. k_wa values.

Species	k_wa
PL	1,03
PR	1,01
PS	0,92
SP	1,00
EU	2,51
CS	1,84

In accordance with the data in Table 7 it would appear logical to use, for simplicity, a common value of 1.0 for all the conifers analyzed, 2.51 for the eucalyptus and 1.84 for the chestnut.

4. CONCLUSIONS

⌅

The wood species factor can have a decisive influence on the decay resistance of wood exposed to outdoor condition because it affects the number of days per year in which the wood has high moisture content values. This is confirmed by the data obtained for the hardwood species, eucalyptus and chestnut, considered in this study. However, it has not been confirmed in the case of wood from the conifer species studied, since their performance can be described as being very similar from one to the other as well as to the reference species of Norway spruce.

The observed difference in the performance of the wood from the different conifer species at the studied locations may be due to their differing wetting/releasing ability and to a lesser degree to their susceptibility to cracking. The intensity of the effect of each of these variables could not be verified since the effects of each are intertwined, although the data obtained seems to point to a limited effect of cracks, mainly associated with the generation of short, intense and non-real increases in the average moisture content. All of the locations, with the exception of those with the wettest climates (Asturias-Llames, Vitoria and to a lesser extent, Huelva) show very similar crack presence levels, so the differences in performance of the wood from the different species at these locations can only be due to the differences in wetting/releasing ability.

Based on the above information, it can be deduced that the “physical” effect of the species factor on the resistance to fungi decay must be taken into account as a whole, which, according to (33. Meyer-Veltrup, L.; Brischke, C. (2017) Design and performance prediction of timber structures based on a factorization approach. IRG/WP 17-20603. IRG; Stockholm.
, 66. Isaksson, T.; Thelandersson, S.; Jermer, J.; Brischke, C. (2015) Service life of wood in outdoor above ground applications: Engineering design guideline. Background document Rapport TVBK-3067. Lund University; Division of Structural Engineering; Lund; Sweden. ISBN 978-87993-02-2.
, 1111. Isaksson, T.; Brischke, C.; Thelandersson, S. (2013) Development of decay performance models for outdoor timber structures. Mater. Struct. 46, 1209-1225. https://doi.org/10.1617/s11527-012-9965-4.
) is the so-called species factor.

Based on the results, it is proposed that a value of 1.0 be employed as “species factor” for the four studied conifers, 2.51 for the Eucalyptus and 1.84 for the Sweet chestnut.

Species effect on decay resistance of wood exposed to exterior conditions above the ground in Spain

Efecto de la especie en la resistencia a la pudrición de la madera expuesta al exterior fuera del contacto con el suelo en España

1. INTRODUCTION

2. MATERIALS AND METHODS

3. RESULTS AND DISCUSSION

4. CONCLUSIONS

ACKNOWLEDGEMENTS

REFERENCES

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