Mechanical performance of wood under artificial and natural weathering treatments

Abstract

Natural and artificial weathering treatments were studied to determine the change of wood properties as a function of exposure time. This paper aimed to provide general information about the mechanical performance of wood under natural and artificial weathering treatments and define a relationship between them. The eight strength classes of ABNT NBR 7190 (1997) were considered, in addition to a paired sampling approach. The modulus of elasticity and conventional strength value in static bending, strength in compression parallel to the grain, hardness perpendicular to the grain, and the elastic limit in the static bending test were investigated. Linear regression models for mechanical performances under artificial and natural aging treatments of the exposure time were made and tested using an analysis of variance. According to the results, 360 days of natural weathering provoked a change in mechanical performance of 15.72% that included a decrease in strength and modulus of elasticity and an increase in elastic limit. Twelve hours of the artificial weathering treatment provided the effect of 6.22 days of natural weathering exposure.

Full Article

Mechanical Performance of Wood Under Artificial and Natural Weathering Treatments

Tiago H. Almeida,^a Diego H. Almeida,^b Eduardo Chahud,^c Luiz A. M. N. Branco,^d Roberto V. Pinheiro,^e André L. Christoforo,^f,* and Francisco A. R. Lahr ^g

Natural and artificial weathering treatments were studied to determine the change of wood properties as a function of exposure time. This paper aimed to provide general information about the mechanical performance of wood under natural and artificial weathering treatments and define a relationship between them. The eight strength classes of ABNT NBR 7190 (1997) were considered, in addition to a paired sampling approach. The modulus of elasticity and conventional strength value in static bending, strength in compression parallel to the grain, hardness perpendicular to the grain, and the elastic limit in the static bending test were investigated. Linear regression models for mechanical performances under artificial and natural aging treatments of the exposure time were made and tested using an analysis of variance. According to the results, 360 days of natural weathering provoked a change in mechanical performance of 15.72% that included a decrease in strength and modulus of elasticity and an increase in elastic limit. Twelve hours of the artificial weathering treatment provided the effect of 6.22 days of natural weathering exposure.

Keywords: Artificial weathering; Mechanical performance; Natural weathering; Timber structures; Wood

Contact information: a: Department of Science and Materials Engineering, Engineering School of São Carlos, University of São Paulo (EESC/USP), São Carlos, Brazil; b: Department of Civil Engineering, Federal University of Rondônia (UNIR), Porto Velho, Brazil; c: Department of Civil Engineering, Federal University of Minas Gerais (UFMG), Belo Horizonte, Brazil; d: Department of Civil Engineering, Municipal Foundation for Community Education, Belo Horizonte, Brazil; e: Department of Civil Engineering, Mato Grosso State University (UNEMAT), Sinop, Brazil; f: Department of Civil Engineering, Federal University of São Carlos (UFSCar), São Carlos, Brazil; g: Department of Structures Engineering, EESC/USP, São Carlos, Brazil; *Corresponding author: christoforoal@yahoo.com.br

INTRODUCTION

The civil construction industry is one of the most important sectors of wood utilization (Calil, Jr. et al. 2003; Almeida et al. 2017). Wood can be used as a structural material or as non-structural pieces (building elements such as doors, floors, etc.) in civil constructions (Almeida et al. 2017b). The Brazilian standard code ABNT NBR 7190 (1997) “Design of timber structures” provides procedures for the structural calculation for wood materials as well as physical-mechanical characterization.

According to this standard, there are three strength classes for softwoods (C20, C25, and C30) and five strength classes for hardwoods (D20, D30, D40, D50, and D60), totaling eight strength classes. The strength classes are determined by the characteristic value of the strength in compression parallel to the grain and are measured using defect-free specimens at a 12% moisture content (Almeida and Dias 2016). According to Almeida et al. (2016), strength classes can be used for sampling in wood research and cover a range of wood densities.

It is common to use wood for outdoor structures in above-ground environments (Viitanen et al. 2011; Mohebby and Saei 2015; Oberhofnerová et al. 2017). In this situation, wood materials are exposed to natural weathering, which pertains to rainfall incidence, dew, air humidity, and ultraviolet (UV) radiation (Rodríguez-Anda and Fuentes-Talavera 2003; Pandey 2005; Rosu et al. 2010). The UV light is divided into three wavelength intervals: UVA corresponds to radiations with wavelength values between 315 nm and 400 nm, UVB corresponds to radiations with wavelength between 280 nm and 315 nm, and UVC corresponds to radiations with wavelength between 100 nm and 280 nm. A smaller radiation wavelength results in higher energy and penetration power of this radiation (George et al. 2005).

Weathering provokes wood degradation (Ganne-Chédeville et al. 2012; Cogulet et al. 2016), and accelerated artificial weathering treatments are used for simulating the natural aging process and to investigate its effects on properties of the wood (Fechine et al. 2006; Hansmann et al. 2006; Miklečić and Jirouł-Rajković 2011; Yildiz et al. 2011, 2013; Baysal 2012; Teodorescu et al. 2017). The artificial aging of nonmetallic materials was performed according to the standard ASTM G154 (2016).

For the design of timber structures it is important to understand the mechanical properties of the materials being used (Calil, Jr. et al. 2003; Almeida et al. 2016). The mechanical performance of wood under natural weathering treatments as well as mechanical performance changes under artificial weathering treatments must be investigated to understand the natural aging treatment and provide background for future research in this field.

This paper aims to investigate mechanical performance changes of wood under natural and artificial weathering treatments, covering all strength classes of the Brazilian standard code, to provide more general and useful information about the mechanical performance of aged wood. In addition, a relationship between the artificial and natural weathering treatments based on the mechanical properties of wood was determined.

EXPERIMENTAL

Materials

To perform this investigation, softwoods and hardwoods from the eight strength classes designated by the standard code ABNT NBR 7190 (1997) were considered. The softwoods chosen were Pinus sp. (divided into three strength classes – C20, C25, and C30). For hardwoods, five tropical Brazilian wood species were considered: Simarouba amara (D20), Anacardium giganteum (D30), Erisma uncinatum (D40), Bagassa guianensis (D50), and Peltogyne lecointei (D60). Each wood species representing a Brazilian standard code strength class came from certified forests in the northern region of Brazil.

All wood samples were at a 12% moisture content. For the aging procedures, these samples were made with dimensions of 20 mm × 20 mm × 320 mm (the largest dimension was in the grain direction) according to the standard code ABNT NBR 7190 (1997). There were three treatments completed: artificial weathering (artificially accelerated aging) was completed in three levels, natural weathering (natural aging) was completed in three levels, and the control was completed without any treatments. Six samples were tested for each wood species for each aging treatment in each level for a total of 288 samples.

Methods

For better comparisons, each prepared aged sample had a control sample extracted from the same wood piece, which led to a paired sampling. The aged sample performance was compared to the control sample performance to minimize wood variability of the samples.

An artificial weathering chamber (Fig. 1a) was used to simulate the aging conditions for the material testing. The equipment (Artificial weathering chamber; Equilam, São Paulo, Brazil) reproduced UVA/UVB irradiation atmospheres with condensation/thermal shock, which simulated the effects of sunlight, rain, and dew exposure. The radiation sources were eight fluorescent lamps (40 W each) with wavelengths of 340 nm and 313 nm (UVA or UVB lamps, respectively), and an irradiation power of 0.47 to 1.60 W/m²/nm. Figure 1b illustrates the sample arrangement for the natural aging treatment in an outdoor environment.

Fig. 1. Arrangement of samples for (a) artificial and (b) natural aging

Cycle 7 of the ASTM G154 (2016) was used with conditions of 8 h of UV irradiation at 60 °C, 15 min of water spray, and 3 h and 45 min at 50 °C of condensation, which totaled 12 h/cycle. The average irradiation was 1.55 W/m²/nm using UVB lamps. There were 8, 16, and 32 cycles performed for the three levels of artificial weathering based on the observed visual effect of the aged samples (96, 192, and 384 h, respectively, of artificial weathering exposure).

Weather conditions for the natural aging treatment were collected based on the data of Empresa Brasileira de Pesquisa Agropecuária- Embrapa [Brazilian Agricultural Research Corporation]. The Embrapa Station is located in São Carlos, São Paulo State, Brazil. The geographic coordinates of the weather station are 21° 57′ 42″ (S) latitude and 47° 50′ 28″ (W) longitude with an altitude of 860 m. For artificial and natural aging, the wood samples did not receive any coating. To cover all four seasons of the year, 90, 180, and 360 days of natural weathering exposure were considered.

Mechanical tests were performed according to the annex B of the Brazilian standard code ABNT NBR 7190 (1997) that describes the procedures for physical-mechanical properties determination. The standard’s items B.8, B.14, and B.15 are concerned with compression parallel to the grain, static bending, and hardness tests, respectively. The compression parallel to the grain tests were performed for strength in compression parallel to the grain (f_c0) determinations. The static bending tests were performed for the longitudinal modulus of elasticity (E), conventional strength value (f_m), and elastic limit (L_E) determinations. The hardness tests were performed in a perpendicular direction to the grain (f_h90) for Janka hardness determination.

Figure 2 shows the universal testing machines that were used for mechanical characterization. Figure 2a presents the EMIC (EMIC, São Paulo, Brazil) with a 30 kN capacity that was used for the static bending tests. Figure 2b shows the AMSLER (Alfred J Amsler Company, Schaffhausen, Switzerland) with a 25-ton capacity that was used for the compression parallel to the grain and hardness tests.

Figure 3 illustrates the mechanical tests performed. Figure 3a represents the static bending test, Fig. 3b illustrates the compression parallel to the grain test, and Fig. 3c shows the hardness test performed.

The modulus of elasticity for the aged samples was determined in two directions: the most aged surface in tension (E_T) and the most aged surface compression (E_C).

As a means to minimize wood variability and make a more general approach (regardless of the wood species), the relative mechanical performance of the wood samples was considered (ratio between mechanical performance of aged and control samples), which made it possible to evaluate only the aging effects.

To investigate any of the mechanical performance changes with the exposure time to the aging treatments, linear regression models were performed using the ordinary least squares method and tested using an analysis of variance (ANOVA) at a 5% significance level. The null hypothesis was the non-representativeness of the model (p-value > 0.05), and the otherwise, as an alternative hypothesis, the proven representativeness of the model (p-value < 0.05). For the statistical analysis the software R version 3.5.2 was used (R Foundation for Statistical Computing, version 3.5.2, Vienna, Austria).

Fig. 2. Universal testing machines: (a) EMIC and (b) AMSLER

Linear regression models for the modulus of elasticities in static bending (E_{T`</sub> and E<sub>C`}), conventional strength value in static bending (f_{m`</sub>), strength in compression parallel to the grain (f<sub>c0`}), hardness perpendicular to the grain (_fh90`), and the elastic limit in the static bending test (L_E) were performed for the natural and artificial aging treatments using relative values (ratio between control and aged sample performances – paired sampling).

For a better comparison of the natural and artificial weathering effects on the mechanical properties of the wood, boxplots of the relative values were made, as well as comparisons between the most aged relative mechanical performances (levels 3 – 384 hours of artificial weathering and 360 days of natural weathering) with the unitary populational average. This average comparison was made with Wilcoxon’s test at the same significance level, in which a p-value greater than 5% implied the average equivalence, and non-equivalence otherwise (p-value less than 5%).