Skip to main content
Log in

Compressive strength and stiffness of Radiata Pine laminated veneer lumber

Druckfestigkeit und Steifigkeit von Furnierschichtholz der Radiatakiefer

  • Originals Originalarbeiten
  • Published:
European Journal of Wood and Wood Products Aims and scope Submit manuscript

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.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1 Abb. 1
Fig. 2 Abb. 2
Fig. 3 Abb. 3
Fig. 4 Abb. 4
Fig. 5 Abb. 5

Similar content being viewed by others

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

    Article  CAS  Google Scholar 

  • 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

    Google Scholar 

  • 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

    Google Scholar 

  • 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

    Google Scholar 

  • 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

    Article  Google Scholar 

  • 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

    Article  Google Scholar 

  • 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

    Article  CAS  Google Scholar 

  • 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

    Article  CAS  Google Scholar 

  • 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

    Google Scholar 

  • Wesbeam (2005) e-beam—engineered LVL beams. Technical report. Wesbeam, Perth

Download references

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.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Wouter A. van Beerschoten.

Rights and permissions

Reprints and permissions

About this article

Cite this article

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

Download citation

  • Received:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s00107-013-0741-0

Keywords

Navigation