Mechanical performance of glulam products made with Portuguese poplar
Due to its average mechanical properties, poplar, a fast-growing species, has been disfavored compared to stronger species for several decades. Wood-based products may help changing that perspective and thus, poplar has been gaining its market share for structural uses. A state-of-the-art review con...
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| Published in | European journal of wood and wood products Vol. 78; no. 5; pp. 1007 - 1015 |
|---|---|
| Main Authors | , , , |
| Format | Journal Article |
| Language | English |
| Published |
Berlin/Heidelberg
Springer Berlin Heidelberg
01.09.2020
Springer Nature B.V |
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| Abstract | Due to its average mechanical properties, poplar, a fast-growing species, has been disfavored compared to stronger species for several decades. Wood-based products may help changing that perspective and thus, poplar has been gaining its market share for structural uses. A state-of-the-art review concerning the use of poplar to produce glued laminated products, with special focus on the use of Portuguese poplar, is presented. The Portuguese forest produces a great variety of species. The most common poplar species found in this country are
Populus x canadensis
,
P. nigra
L., and
P. alba
L. Despite its limited availability, and the market hesitation on its structural application, recent studies on poplar grown in the Portuguese forest showed its suitability for structural purposes. Glued laminated timber (GLT) beams made with this species revealed a very promising mechanical behavior. Bending strength tests evidenced a ductile behavior on more than 70% of the beams, which motivated deepening the study on the raw material used to produce those beams. To predict the mechanical behavior of such beams, a 3D numerical model was developed. The numerically predicted results were compared with the experimental ones, showing very good agreement between both approaches. |
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| AbstractList | Due to its average mechanical properties, poplar, a fast-growing species, has been disfavored compared to stronger species for several decades. Wood-based products may help changing that perspective and thus, poplar has been gaining its market share for structural uses. A state-of-the-art review concerning the use of poplar to produce glued laminated products, with special focus on the use of Portuguese poplar, is presented. The Portuguese forest produces a great variety of species. The most common poplar species found in this country are
Populus x canadensis
,
P. nigra
L., and
P. alba
L. Despite its limited availability, and the market hesitation on its structural application, recent studies on poplar grown in the Portuguese forest showed its suitability for structural purposes. Glued laminated timber (GLT) beams made with this species revealed a very promising mechanical behavior. Bending strength tests evidenced a ductile behavior on more than 70% of the beams, which motivated deepening the study on the raw material used to produce those beams. To predict the mechanical behavior of such beams, a 3D numerical model was developed. The numerically predicted results were compared with the experimental ones, showing very good agreement between both approaches. Due to its average mechanical properties, poplar, a fast-growing species, has been disfavored compared to stronger species for several decades. Wood-based products may help changing that perspective and thus, poplar has been gaining its market share for structural uses. A state-of-the-art review concerning the use of poplar to produce glued laminated products, with special focus on the use of Portuguese poplar, is presented. The Portuguese forest produces a great variety of species. The most common poplar species found in this country are Populus x canadensis, P. nigra L., and P. alba L. Despite its limited availability, and the market hesitation on its structural application, recent studies on poplar grown in the Portuguese forest showed its suitability for structural purposes. Glued laminated timber (GLT) beams made with this species revealed a very promising mechanical behavior. Bending strength tests evidenced a ductile behavior on more than 70% of the beams, which motivated deepening the study on the raw material used to produce those beams. To predict the mechanical behavior of such beams, a 3D numerical model was developed. The numerically predicted results were compared with the experimental ones, showing very good agreement between both approaches. |
| Author | Monteiro, Sandra R. S. Cruz, Helena Dias, Alfredo M. P. G. Martins, Carlos |
| Author_xml | – sequence: 1 givenname: Sandra R. S. orcidid: 0000-0002-2501-7832 surname: Monteiro fullname: Monteiro, Sandra R. S. email: sandra@dec.uc.pt organization: Institute for Sustainability and Innovation in Structural Engineering, Departamento de Engenharia Civil, Faculdade de Ciências e Tecnologia, Universidade de Coimbra – sequence: 2 givenname: Carlos orcidid: 0000-0002-0041-4516 surname: Martins fullname: Martins, Carlos organization: Institute for Sustainability and Innovation in Structural Engineering, Departamento de Engenharia Civil, Faculdade de Ciências e Tecnologia, Universidade de Coimbra – sequence: 3 givenname: Alfredo M. P. G. orcidid: 0000-0002-9752-1907 surname: Dias fullname: Dias, Alfredo M. P. G. organization: Institute for Sustainability and Innovation in Structural Engineering, Departamento de Engenharia Civil, Faculdade de Ciências e Tecnologia, Universidade de Coimbra – sequence: 4 givenname: Helena orcidid: 0000-0003-0017-0889 surname: Cruz fullname: Cruz, Helena organization: Structures Department, Laboratório Nacional de Engenharia Civil |
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EN 408Timber structures structural timber and glued laminated timber. Determination of some JJ Balatinecz (1569_CR4) 2001 G Kandler (1569_CR40) 2018; 76 S Osmannezhad (1569_CR54) 2014; 51 G Mirzaei (1569_CR50) 2017; 135 W Lu (1569_CR44) 2015; 91 M Pirinen (1569_CR55) 2014 MM Lepper (1569_CR43) 1986; 13 B Marcon (1569_CR46) 2018; 11 RC Moody (1569_CR52) 1993 RE Farmer (1569_CR24) 1970; 19 1569_CR22 M Frese (1569_CR28) 2007; 40 Z Han (1569_CR33) 2018; 13 F Cheng (1569_CR14) 2011; 71 M-J He (1569_CR34) 2016; 62 1569_CR62 RD Brites (1569_CR9) 2012; 34 R Tomasi (1569_CR61) 2009; 14 1569_CR29 G Kandler (1569_CR39) 2015; 49 M Hodoušek (1569_CR38) 2017; 12 A Koubaa (1569_CR42) 1998; 30 Y Gao (1569_CR32) 2015; 8 M Frese (1569_CR30) 2010; 68 EJ Schreiner (1569_CR57) 1959 JJ Balatinecz (1569_CR5) 2001; 77 FAO (1569_CR23) 1979 E Serrano (1569_CR58) 2001; 127 G Castro (1569_CR12) 2003; 61 L De Boever (1569_CR17) 2007; 64 1569_CR11 PJ Fraanje (1569_CR27) 1998; 56 1569_CR19 1569_CR16 1569_CR59 1569_CR56 1569_CR13 RE Farmer (1569_CR25) 1968; 38 EN 14080 (1569_CR21) 2013 H Bier (1569_CR7) 1985; 15 R Hernandez (1569_CR36) 1997 BS En 13183–1 (1569_CR10) 2002 D Čizmar (1569_CR15) 2014; 66 EN 408 (1569_CR20) 2012 B Yeh (1569_CR63) 2002 C Heimburger (1569_CR35) 1936; 12 SRS Monteiro (1569_CR51) 2019; 14 1569_CR41 Forest Products Laboratory (1569_CR26) 2010 C Martins (1569_CR48) 2019; 172 1569_CR8 1569_CR49 1569_CR47 M Frese (1569_CR31) 2010; 68 1569_CR45 M Del Senno (1569_CR18) 2003 1569_CR2 M Beaudoin (1569_CR6) 1992; 24 American Wood Council (1569_CR1) 2018 1569_CR3 A Simulia (1569_CR60) 2017 PM Morley (1569_CR53) 1993; 69 RE Hernández (1569_CR37) 1998; 30 |
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| Snippet | Due to its average mechanical properties, poplar, a fast-growing species, has been disfavored compared to stronger species for several decades. Wood-based... |
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| SubjectTerms | Bend strength Biomedical and Life Sciences Ceramics Composites Forest products Glass Glulam Hardwoods Laboratories Life Sciences Machines Manufacturing Mathematical models Mechanical properties Natural Materials Numerical models Numerical prediction Original Poplar Processes Species State-of-the-art reviews Three dimensional models Timber Timber (structural) Wood products Wood Science & Technology |
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| Title | Mechanical performance of glulam products made with Portuguese poplar |
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