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Almeida, J. P. B., Rodrigues, E. F. C., Mascarenhas, F. J. R., Wolenski, A. R. V., Chahud, E., Branco, L. A. M. N., Pinheiro, R. V., Lahr, F. A. R., and Christoforo, A. L. (2022). "Influence of specimen dimensions in the determination of strength and modulus of elasticity in static bending of hardwoods," BioResources 17(3), 3906-3911.

Abstract

In Brazil, standard ABNT NBR 7190 (1997) prescribes the determination of strength (fM) and modulus of elasticity (EM) in static bending from specimens measuring 5 cm × 5 cm × 115 cm. Thus, the relationship between the test span (L) and the specimen height (h) greater than or equal to 21 (L/h ≥ 21) is respected, ensuring that the effect of shear in the calculation of displacements is negligible (Euler Bernoulli Theory). Considering the expressive number of tree species cataloged in the Brazilian Amazon Forest, any procedure that aims to facilitate the realization of experimental tests is highly desirable because it provides the knowledge of unusual species. These wood species may potentially replace woods that have been traditionally used and historically exploited. Using five hardwood species, this research aimed to verify, while maintaining constant L/h ≥ 21 ratios, the influence of specimens dimensions in the determination of fM and EM. For all species studied, the statistical analysis found equivalence in the values of fM and EM determined as a function of the sample sizes. Therefore, respecting the ratio L/h ≥ 21, the size of the specimens does not influence the determination of strength and stiffness in static bending.


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Influence of Specimen Dimensions in the Determination of Strength and Modulus of Elasticity in Static Bending of Hardwoods

João P. B. Almeida,a,* Edson F. C. Rodrigues,a Fernando J. R. Mascarenhas,b Anderson R. V. Wolenski,c Eduardo Chahud,d Luiz A. M. N. Branco,e Roberto V. Pinheiro,f Francisco A. R. Lahr,g and André L. Christoforoa

In Brazil, standard ABNT NBR 7190 (1997) prescribes the determination of strength (fM) and modulus of elasticity (EM) in static bending from specimens measuring 5 cm × 5 cm × 115 cm. Thus, the relationship between the test span (L) and the specimen height (h) greater than or equal to 21 (L/h ≥ 21) is respected, ensuring that the effect of shear in the calculation of displacements is negligible (Euler Bernoulli Theory). Considering the expressive number of tree species cataloged in the Brazilian Amazon Forest, any procedure that aims to facilitate the realization of experimental tests is highly desirable because it provides the knowledge of unusual species. These wood species may potentially replace woods that have been traditionally used and historically exploited. Using five hardwood species, this research aimed to verify, while maintaining constant L/h ≥ 21 ratios, the influence of specimens dimensions in the determination of fM and EM. For all species studied, the statistical analysis found equivalence in the values of fM and EM determined as a function of the sample sizes. Therefore, respecting the ratio L/h ≥ 21, the size of the specimens does not influence the determination of strength and stiffness in static bending.

DOI: 10.15376/biores.17.3.3906-3911

Keywords: Hardwoods; Mechanical properties; Timber structure

Contact information: a: Department of Civil Engineering, Federal University of São Carlos (UFSCar), São Carlos, Brazil; b: ISISE, Department of Civil Engineering, University of Coimbra/SerQ-Forest Innovation and Competence Centre, Portugal; c: Federal Institute of Santa Catarina (IFSC), São Carlos, Brazil; d: Department of Civil Engineering, Federal University of Minas Gerais (UFMG), Belo Horizonte, Brazil; e: Department of Civil Engineering, FUMEC University, Belo Horizonte, Brazil, f: Department of Civil Engineering, Mato Grosso State University (UNEMAT), Sinop, Brazil; g: Department of Structures Engineering, University of São Carlos (EESC/USP), São Carlos, Brazil; *Corresponding author: boff.joaopaulo@gmail.com

INTRODUCTION

Countries such as Japan, Scotland, and New Zealand have 45%, 83%, and 85% of the houses made of wood, respectively (Mahapatra et al. 2012; De Araujo et al. 2018). In Brazil, despite having an area of native forest cover of 60.7% of the national territory, the application of wood for residential use is still insignificant compared to the potential it represents (Vidal et al. 2015).

Among the factors contributing to this are historical-cultural issues, shortage of skilled labor, and lack of knowledge of the species and their properties. This issue motivates the development of research that disseminates, mainly, consumer market information regarding the benefits of wooden buildings, the material’s physical-mechanical properties, and the methods for obtaining such properties.

In Brazil, the normative document ABNT NBR 7190 (1997) establishes the methods for dimensioning wood structures and the methods for determining the physical-mechanical properties of the material.

Among these properties, the determination of the strength (fM) and the modulus of elasticity (EM) in static bending are important for the rational design of wood structures projects, mainly due to the several structural elements subjected to bending such as beams and covering purlins. According to ABNT NBR 7190 (1997), to obtain fM and EM, the specimens must have dimensions of 5 cm × 5 cm × 115 cm, respecting the relationship between the bending test span (L) and the cross-section height (h) greater than or equal to 21. This relationship guarantees that the shear forces present in the static bending test can be neglected, validating the calculation model (Euler Bernoulli’s beam theory) used by ABNT NBR 7190 (1997) and other normative documents in determining the properties of strength and stiffness in static bending. If the specimen is short, with a ratio L/h less than 21, the shear forces become significant in determining the displacements that lead to the calculation of EM and G (transverse elasticity modulus).

Reducing the dimensions of the static bending test specimens prescribed by ABNT NBR 7190 (1997) implies a reduction in material consumption and the use of smaller equipment. It facilitates the performance of experimental tests that currently, in Brazil, are concentrated in a few laboratories with expensive equipment.

Thus, any procedure that aims to facilitate the performance of experimental tests is highly desirable, since there is a high number of tree species cataloged in the Brazilian Amazon Forest [7696 – according to Steege et al. (2016)]. The mechanical properties of many of these wood species are unknown and may have an equivalent or superior potential to wood for conventional use in civil construction.

In order to support future revisions of ABNT NBR 7190 (1997), this research aimed to determine, for hardwoods, whether there is statistical equivalence in the values of fM and EM determined from specimens of different dimensions but with the same L/h ratio.

EXPERIMENTAL

Materials

Batches of wood from Caixeta (Simarouba amara Aubl.), Cajueiro (Anacardium sp.), Garapa (Apuleia leiocarpa), and Maçaranduba (Manilkara sp.) were acquired in the local market in the form of planks, in a similar way as the woods are obtained for Brazilian civil construction. Thus, it was not possible to identify the origin and age of the trees. Such species are commonly used as single pieces (solid wood) in structural elements.

Methods

The values of apparent density at 12% moisture (ρap,12%) and the characteristic strength in compression parallel to grain (fc0,k) of the studied woods were determined following the requirements of ABNT NBR 7190 (1997).

The values of conventional strength in the static bending test (fM) and conventional modulus of elasticity in bending (EM) were obtained following the recommendations of ABNT NBR 7190 (1997). For this purpose, specimens of square cross-section were made with dimensions: 2 cm × 2 cm × 46 cm, 3 cm × 3 cm × 69 cm, 4 cm × 4 cm × 92 cm and 5 cm × 5 cm × 115 cm [dimension recommended by ABNT NBR 7190 (1997)]. The ratio between the length and height of the specimen’s cross-section was kept constant at 23, respecting the ratio L/h ≥ 21, recommended by ABNT NBR 7190 (1997) for the static bending test. Three-point bending tests were performed with load applied at mid-span, this test configuration was maintained for all tested specimens.

Twelve specimens were adopted for each species studied to obtain ρap,12% and fc0,k. Equipment such as a band saw and a circular bench saw were used to make the specimens. Following the requirements of ABNT NBR 7190 (1997), the samples were free of defects (knots, cracks, warping, etc.). Likewise, for the determination of fM, 12 specimens were used for each species and sample size. Considering all the tests, a total of 288 experimental determinations were obtained.

The influence of specimen measurements on fM and EM values was evaluated by Tukey’s multiple comparisons test, evaluated at a 5% significance level and with the help of Minitab® software version 18 (State College, PA, USA).

To validate the results of the Tukey test, the normality (Anderson-Darling) and the equality of variances (multiple comparisons) of the residuals were tested; both tests were also evaluated at a 5% significance level. Based on the test formulation, a p-value (p probability) greater than or equal to the 5% significance level implies normality and homogeneity of variances, thus validating the results of Tukey’s test.

From Tukey’s test, the letter ‘a’ denotes the group or treatment related to the highest mean value, the letter ‘b’ related to the group associated with the second highest mean value, and so on, and equal letters imply in treatments with statistically equivalent means between them.

RESULTS AND DISCUSSION

Table 1 shows the mean values, and the respective coefficients of variation (Cv) of the apparent density (ρap,12%) and the compressive strength parallel to grain (fc0), as well as the characteristic value of the compressive strength parallel to grain (fc0,k), of the four wood species evaluated.

Table 1. Result of Apparent Density at 12% Moisture Content and Compressive Strength Parallel to grain

The woods of Caxeta, Cajueiro, Garapa and Maçaranduba were categorized, respectively, into the resistance classes C20 (fc0,k < 30 MPa), C30 (30 MPa ≤ fc0,k < 40 MPa), C40 (40 MPa ≤ fc0,k < 60 MPa), and C60 (fc0,k ≥ 60 MPa). Thus, the adopted species included all resistance classes prescribed by ABNT NBR 7190 (1997) for the hardwood group, evidencing the coverage and relevance of this work.

It is worth noting that the average values of the properties (ρap,12% and fc0), as well as the resistance classes categorized here, are in accordance with those obtained previously by Jesus et al. (2015), Dias et al. (2019), Duarte et al. (2020), and Lahr et al. (2021).

Tables 2 and 3 show the mean values of fM and EM, the values of the coefficient of variation (Cv), as well as the results of the Tukey test (5% significance) of the values of strength and stiffness in static bending for the wood species as a function of the established dimensions of the specimens. Notably, the ratio L/h ≥ 21 stipulated by ABNT NBR 7190 (1997) was maintained, which guarantees that the effect of shear in the calculation of displacements is negligible.

Table 2. Mean Values of the Strength in the Static Bending Test, Values of the Coefficient of Variation (Cv) and Results of the Tukey Test

Table 3. Mean Values of the Modulus of Elasticity in the Static Bending Test, Values of the Coefficient of Variation (Cv) and Results of the Tukey Test

The p-values of the normality test (Anderson-Darling) and equality of variances (multiple comparisons) for the two properties (Tables 2 and 3) and the four wood species evaluated were both higher than the adopted significance levels (5%), which validates the results obtained from the Tukey test.

From Tables 2 and 3, the letter ‘a’ denotes that, by Tukey’s test, the means of the confronted groups are equivalent to each other. Thus, for all species studied, there were no statistically significant differences in the mean values of fM and EM as a function of the dimensions of the specimens. This result shows that keeping the ratio L/h ≥ 21, the size of the specimens does not influence the determination of such properties.

CONCLUSIONS

  1. The Tukey test found statistical equivalence in the fM and EM values obtained from the used specimens for all wood species studied. As long as the L/h ≥ 21 ratio prescribed by ABNT NBR 7190 (1997) is respected, the size of the samples does not influence the determination of such properties.
  2. The results obtained are of great importance since the adoption of specimens with smaller dimensions allows the performance of experimental tests in smaller laboratories. It makes it possible to know the properties of ultimate strength and modulus of elasticity in static bending tests of species of non-traditional use by the Brazilian technical community, placing wood at even more competitive levels.

ACKNOWLEDGMENTS

The authors gratefully acknowledge the important support of the Brazilian research agencies, which was financed in part by the CAPES Foundation (in Portuguese “Coordenação de Aperfeiçoamento de Pessoal de Nível Superior”) from Brazil – Finance Code 88887.484245/2020-00.

REFERENCES CITED

ABNT NBR 7190 (1997). “Projeto de estruturas de madeira [Design of wooden structures],” Brazilian Association of the Technical Standards, Rio de Janeiro, Brazil.

De Araujo, V. A., Vasconcelos, J. S., Morales, E. A. M., Savi, A. F., Hindman, D. P., O’Brien, M. J., Negrão, J. H. J. O., Christoforo, A. L., Lahr, F. A. R., Cortez-Barbosa, J., Gava, M., and Garcia, J. N. (2018). “Difficulties of wooden housing production sector in Brazil,” Wood Material Science & Engineering 11(3), 1-10. DOI: 10.1080/17480272.2018.1484513

Dias, F. M., Almeida, T. H., De Araujo, V. A., Panzera, T. H., Christoforo, A. L., and Lahr, F. A. R. (2019). “Influence of the apparent density on the shrinkage of 43 tropical wood species,” Acta Scientiarum: Technology 41, 2-7. DOI: 10.4025/actascitechnol.v41i2.30947

Duarte, B. B., Lahr, F. A. R., Curvelo, A. A. S., and Christoforo, A. L. (2020). “Influence of physical and chemical components on the physical-mechanical properties of ten Brazilian wood species,” Materials Research 23(2), 1-10. DOI: 10.1590/1980-5373-MR-2019-0325

Jesus, J. M. H., Logsdon, N. B., and Finger, Z. (2015). “Classes de resistência de algumas madeiras de Mato Grosso [Strength classes of resistance of some timbres from Mato Grosso – Brazil],” Engineering and Science 1(3), 35-42. DOI: 10.18607/ES201532552

Lahr, F. A. R., Arroyo, F. N., Rodrigues, E. F. C., Almeida, J. P. B., Aquino, V. B. M., Wolenski, A. R. V., Santos, H. F., Ferraz, A. L. N., Chahud, E., Molina, J. C., Pinheiro, R. V., and Christoforo, A. L. (2021). “Models to estimate longitudinal compressive strength of Brazilian hardwood based on apparent density,” BioResources 16(1), 1373-1381. DOI: 10.15376/biores.16.1.1373-1381

Mahapatra, K., Gustavsson, L., and Hemström, K. (2012). “Multi-storey wood-frame buildings in Germany, Sweden and The UK,” Construction Innovation 12, 62-85. DOI: 10.1108/14714171211197508

Steege, H., Vaessen, R. W, Cárdenas-López, D., Sabatier, D., Antonelli, A., Oliveira, S. M., Pitman, N. C. A., Jørgensen, P. M., and Salomão, R. P. (2016). “The discovery of the Amazonian tree flora with an updated checklist of all known tree taxa,” Scientific Reports 6(29549), 1-15. DOI: 10.1038/srep29549

Vidal, J. M., Evangelista, W. V., Silva, J. C., and Jankowsky, I. P. (2015). “Preservação de madeiras no Brasil: histórico, cenário atual e tendências [Wood preservation in Brazil: historical, current Scenario and trends],” Ciência Florestal 25(1), 257-271. DOI: 10.1590/1980-509820152505257

Article submitted: February 16, 2022; Peer review completed: April 17, 2022; Revisions accepted: May 3, 2022; Published: May 4, 2022.

DOI: 10.15376/biores.17.3.3906-3911