Abstract
This paper describes results of experimental testing of compressive strength and stiffness of laminated veneer lumber (LVL) manufactured in New Zealand from Radiata Pine. It evaluates material properties of 45, 63 mm LVL and 36 mm crossbanded LVL in the three different material directions. Testing has been performed according to Australian/New Zealand Standards and European Standards. Results from experimental testing according to both standards are compared and a newly proposed method for strength increase due to stress spreading has been verified. Recommended design values for strength and stiffness are given.
Zusammenfassung
In dieser Arbeit werden die Ergebnisse der Druckfestigkeits- und Steifigkeitsprüfungen von Furnierschichtholz (LVL), das in Neuseeland aus Radiatakiefernholz hergestellt wurde, vorgestellt. Die Materialeigenschaften von 45, 63 mm LVL sowie von 36 mm LVL mit 2 Querlagen werden in den drei verschiedenen Materialrichtungen untersucht. Geprüft wurde gemäß australischen/neuseeländischen Normen sowie europäischen Normen. Die Ergebnisse der Prüfungen nach beiden Normen wurden verglichen und die Eignung eines kürzlich vorgeschlagenen Verfahrens zur Bestimmung der Druckfestigkeit quer zur Faserrichtung wurde bestätigt. Bemessungswerte für die Festigkeit und Steifigkeit werden empfohlen.
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References
Ardalany M, Deam B, Fragiacomo M, Crews K (2010) Tension perpendicular to grain strength of wood, laminated veneer lumber (LVL), and cross-banded LVL (LVL-C). In: 21st Australasian conference on the mechanics of structures and materials, Melbourne
Aydin I, Çolak S, Çolako lu G, Salih E (2004) A comparative study on some physical and mechanical properties of laminated veneer lumber (LVL) produced from Beech (Fagus orientalis Lipsky) and Eucalyptus (Eucalyptus camaldulensis Dehn.) veneers. Eur J Wood Wood Prod 62(3):218–220
Blass HJ, Görlacher R (2004) Compression perpendicular to the grain. In: World conference on timber engineering, Lahti
Buchanan A (2007) Timber design guide, 3rd edn. New Zealand Timber Industry Federation, Wellington
Buchanan A, Palermo A, Carradine D, Pampanin S (2011) Post-tensioned timber frame buildings. Struct Eng 89(17):24–30
Burdurlu E, Kilic M, Ilce AC, Uzunkavak O (2007) The effects of ply organization and loading direction on bending strength and modulus of elasticity in laminated veneer lumber (LVL) obtained from beech (Fagus orientalis L.) and lombardy poplar (Populus nigra L.). Constr Build Mater 21(8):1720–1725
Carter Holt Harvey (2008) Engineering Bulletin No. 1—Strength limit states design capacity tables for CHH LVL sections. Technical report. CHH Woodproducts, New Zealand
CEN (2004a) EN 14374:2004 Timber structures—Structural laminated veneer lumber—Requirements
CEN (2004b) EN 1995-1-1:2004 Eurocode 5: Design of timber structures, Part 1-1: General—Common rules and rules for buildings +AC (2006) +A1 (2008)
CEN (2006) EN 14358:2006 Timber structures—Calculation of characteristic 5-percentile values and acceptance criteria for a sample
CEN (2010) EN 408:2010 Timber structures—Structural timber and glued laminated timber—Determination of some physical and mechanical properties
Franke S, Quenneville P (2010a) Compression strength perpendicular to the grain of New Zealand Radiata Pine lumber. Aust J Struct Eng 12(1):12
Franke S, Quenneville P (2010b) The material behaviour of radiata pine under compression. In: World conference on timber engineering, Riva del Garda
Gehri E (1997) Timber in compression perpendicular to the grain. In: International Conference of IUFRO S 5.02 Timber Engineering, Copenhagen
Hoffmeyer P, Damkilde L, Pedersen TN (2000) Structural timber and glulam in compression perpendicular to grain. Eur J Wood Wood Prod 58(1):73–80
Korin U (1990) Timber in compression perpendicular to grain. In: CIB-W18, Lisbon
Leijten AJM, Jorissen AJM (2010) Global test standards and code design rules for compressive strength perpendicular to grain. In: World conference on timber engineering, Trento
Leijten AJM, Larsen HJ, Van der Put T (2010) Structural design for compression strength perpendicular to the grain of timber beams. Constr Build Mater 24(3):252–257
Metsä Wood (2009) VTT Certificate no 184/03. Technical report. Metsä
Nelson Pine Industries Limited (2010) Nelson Pine LVL11 - NZ. Richmond, Nelson
Palermo A, Pampanin S, Buchanan AH, Newcombe MP (2005) Seismic design of multi-storey buildings using laminated veneer lumber (LVL). In: NZSEE Conference, Taupo
Shukla SR, Kamdem DP (2008) Properties of laminated veneer lumber (LVL) made with low density hardwood species: effect of the pressure duration. Eur J Wood Wood Prod 66(2):119–127
Standards New Zealand (2006a) AS/NZS 4357.2:2006 Structural laminated veneer lumber (LVL), Part 2: determination of structural properties—Test methods
Standards New Zealand (2006b) AS/NZS 4357.3:2006 Structural laminated veneer lumber (LVL), Part 3: determination of structural properties—Evaluation methods
Standards New Zealand (2010a) AS/NZS 4063.1:2010 Characterization of structural timber, Part 1: test methods
Standards New Zealand (2010b) AS/NZS 4063.2:2010 Characterization of structural timber, Part 2: determination of characteristic values
Thelandersson S, Mårtensson A (1997) Design principles for timber in compression perpendicular to grain. In: CIB-W18/30-20-1, Vancouver
Uysal B (2005) Bonding strength and dimentional stability of laminated veneer lumbers manufactured by using different adhesives after the steam test. Int J Adhes Adhes 25(5):395–403
van Beerschoten W, Palermo A, Carradine D, Sarti F, Buchanan A (2011a) Experimental investigation on the stiffness of beam-column connections in post-tensioned timber frames. In: Structural engineering world conference, Como, p 12
van Beerschoten W, Smith T, Palermo A, Pampanin S, Ponzo F (2011b) The stiffness of beam to column connections in post-tensioned timber frames. In: CIB-W18/44-7-7, Alghero
van der Put TACM (2008) Derivation of the bearing strength perpendicular to the grain of locally loaded timber blocks. Eur J Wood Prod 66(6):409–417
Wesbeam (2005) e-beam—engineered LVL beams. Technical report. Wesbeam, Perth
Acknowledgements
LVL was supplied by Nelson Pine Industries Ltd., and the industry support from Andy van Houtte is gratefully acknowledged. Thanks to Alan Poynter for helping out with the test setup and instrumentation. The financial support of the Structural Timber Innovation Company (STIC) is greatly appreciated.
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van Beerschoten, W.A., Carradine, D.M. & Palermo, A. Compressive strength and stiffness of Radiata Pine laminated veneer lumber. Eur. J. Wood Prod. 71, 795–804 (2013). https://doi.org/10.1007/s00107-013-0741-0
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DOI: https://doi.org/10.1007/s00107-013-0741-0