Abstract

This paper presents work carried out with the aim of characterizing the mechanical behavior and developing visual and machine-strength grading systems for Portuguese maritime pine roundwood for structural applications. Two samples of forty maritime pine logs each were collected, one in a northern region of Portugal and another in an interior central region. After drying, the logs were visually graded and subjected to nondestructive tests, using vibration and ultrasounds, for determination of dynamic modulus of elasticity. The logs were then subjected to destructive tests for determining bending and compression strength and bending modulus of elasticity. These results were analyzed in order to identify the features to be considered in the strength grading process. From this analysis, a proposal was developed to visually grade Portuguese maritime pine roundwood in two strength grades. According to the European strength class standard for solid timber, the upper grade has similar mechanical properties to the C50 class, whereas the lower grade is similar to the C35. The machine grading showed good potential as a result of the good correlation presented between the dynamic modulus of elasticity and the mechanical properties. However, the ultrasounds showed slightly better correlation than the vibration method, whereas the last one is more practical.

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Acknowledgments

This study has been supported by Fundação para a Ciência e Tecnologia, with the scholarship SFRH/BD/44909/2008, and by the research project PTDC/ECM/099833/2008.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 29Issue 2February 2017

History

Received: Mar 18, 2016
Accepted: Jun 17, 2016
Published online: Aug 31, 2016
Discussion open until: Jan 31, 2017
Published in print: Feb 1, 2017

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Telmo F. M. Morgado, Ph.D. [email protected]
Researcher, ISISE, Departamento de Engenharia Civil, Faculdade de Ciências e Tecnologia, Universidade de Coimbra, Rua Luís Reis Santos—Pólo II da Universidade, 3030-788 Coimbra, Portugal (corresponding author). E-mail: [email protected]
Alfredo M. P. G. Dias [email protected]
Assistant Professor, ISISE, Departamento de Engenharia Civil, Faculdade de Ciências e Tecnologia, Universidade de Coimbra, Rua Luís Reis Santos—Pólo II da Universidade, 3030-788 Coimbra, Portugal. E-mail: [email protected]
José S. Machado [email protected]
Auxiliary Researcher, Laboratório Nacional de Engenharia Civil—LNEC, Núcleo de Comportamento de Estruturas, Av. do Brasil, 101, 1700-066 Lisboa, Portugal. E-mail: [email protected]
João H. Negrão [email protected]
Associate Professor, CICC, CITAB, Departamento de Engenharia Civil, Faculdade de Ciências e Tecnologia, Universidade de Coimbra, Rua Luís Reis Santos—Pólo II da Universidade, 3030-788 Coimbra, Portugal. E-mail: [email protected]
André F. S. Marques [email protected]
Researcher, ISISE, Departamento de Engenharia Civil, Faculdade de Ciências e Tecnologia, Universidade de Coimbra, Rua Luís Reis Santos—Pólo II da Universidade, 3030-788 Coimbra, Portugal. E-mail: [email protected]

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