Visual grading criteria for Japanese larch (Larix kaempferi) structural timber from Spain

Mari-Jose Barriola , José-Ramón Aira , Edgar Lafuente

Journal of Forestry Research ›› 2019, Vol. 31 ›› Issue (6) : 2605 -2614.

PDF
Journal of Forestry Research ›› 2019, Vol. 31 ›› Issue (6) : 2605 -2614. DOI: 10.1007/s11676-019-01025-5
Original Paper

Visual grading criteria for Japanese larch (Larix kaempferi) structural timber from Spain

Author information +
History +
PDF

Abstract

Larch wood is structurally classified in many countries as one of conifers with the highest load-bearing capacity (strength class of C30). The Spanish visual classification regulation only assigns a strength class to 4 pine woods: Laricio pine (Pinus nigra Arn. var. Salzmannii), Silvestre pine (Pinus sylvestris L.), Radiata pine (Pinus radiata D. Don), and Pinaster pine (Pinus pinaster Ait.). This work adds to the number of structurally characterised species by creating a visual classification table for Japanese larch wood (Larix kaempferi (Lamb.) Carr.) which differentiates between 2 visual classes, MEG-1 and MEG-2. Characteristic strength values were calculated for each class (f k,MEG-1 = 31.80 MPa, f k,MEG-2 = 24.55 MPa), mean module of elasticity (E 0,mean,MEG-1 = 13,082 MPA, E 0,mean,MEG-2 = 12,320 MPA) and density (ρ k,MEG-1 = 456.6 kg m−3, ρ k,MEG-2 = 469.1 kg m−3), before finally assigning a strength class of C30 to visual class MEG-1, and a strength class of C24 to visual class MEG-2.

Keywords

Japanese larch wood / Visual grading / Strength class / Mechanical properties / Density

Cite this article

Download citation ▾
Mari-Jose Barriola, José-Ramón Aira, Edgar Lafuente. Visual grading criteria for Japanese larch (Larix kaempferi) structural timber from Spain. Journal of Forestry Research, 2019, 31(6): 2605-2614 DOI:10.1007/s11676-019-01025-5

登录浏览全文

4963

注册一个新账户 忘记密码

References

[1]

BS 4978:2007+A2:2017 Visual strength grading of softwood—specification. British Standard Institution (BSI), London, United Kingdom

[2]

Bunetti M, Burato P, Cremonini C, Negro F, Nocetti M, Zanuttini R. Visual and machine grading of larch (Larix decidua Mill.) structural timber from the Italian Alps. Mater Struct, 2016, 49: 2681-2688.

[3]

Cáceres CB, Hernández RE, Fortin Y, Beaudoin M. Wood density and extractive content variation among Japanese larch (Larix kaempferi [Lamb.] Carr.) progenies/provenances trials in eastern Canada. Wood Fiber Sci, 2017, 49(4): 363-372.

[4]

Dauksta D (2011) Japanese larch in Wales. Wales Forest Business Partnership, Woodknowledge Wales, p 28

[5]

Dauksta D (2015) Japanese larch: how cultural differences incluence utilization of timber. Wiston Churchill Memorial Trust, The Frank Jackson Fundation, p 57

[6]

EN 338:2016. Structural timber—strength classes. European Committee for Standardization (CEN), Brussels

[7]

EN 384:2016. Structural timber—determination of characteristic values of mechanical properties and density. European Committee for Standardization (CEN), Brussels

[8]

EN 408:2010+A1:2012. Timber structures—structural timber and glued laminated timber—determination of some physical and mechanical properties. European Committee for Standardization (CEN), Brussels

[9]

EN 1309-3:2018. Round and sawn timber—methods of measurements—part 3: features and biological degradations. European Committee for Standardization (CEN), Brussels

[10]

EN 1912:2012. Structural timber—strength classes—assignment of visual grades and species. European Committee for Standardization (CEN), Brussels

[11]

EN 14081-1:2016. Timber structures—strength graded structural timber with rectangular cross section—part 1: general requirements. European Committee for Standardization (CEN), Brussels

[12]

EN 14358:2016. Timber structures—calculation and verification of characteristic values. European Committee for Standardization (CEN), Brussels

[13]

EN 14081-2:2018. Timber structures—strength graded structural timber with rectangular cross section—part 2: machine grading. European Committee for Standardization (CEN), Brussels

[14]

EN 14081-3:2012+A1:2018. Timber structures—strength graded structural timber with rectangular cross section—part 3: machine grading; additional requirements for factory production control. European Committee for Standardization (CEN), Brussels

[15]

Fortuna B, Plos M, Šuligoj T, Turk G. Strength grading of structural timber. Udruga hrvatskih građevinskih fakulteta, 2018

[16]

Jeong GY, Park MJ. Evaluate orthotropic properties of wood using digital image correlation. Constr Build Mater, 2016, 113: 864-869.

[17]

Jung-Kwon O, Kwang-Mo K, Jun-Jae L. Use of adjacent knot data in predicting bending strength of dimension lumber by X-ray. Wood Fiber Sci, 2010, 42(1): 10-20.

[18]

Luo WL, Ren HQ, Wang ZH, Luo XQ. Mechanical grading of structural larch dimension lumber. Key Eng Mater, 2012, 517: 683-688.

[19]

Moriguchi K, Schibata N, Imai M, Yamanouchi M, Yoshida T. Optimizing the parameters of a knot assessment model based on the visual grading of JAS of lumber. Jpn Wood Res Soc J-Stage, 2016, 62(4): 133-145.

[20]

NFB 52-001-1:2018. Règles d´utilisation du bois dans les constructions—classement visual pour employen structure pour les principales essences résineuses et feuillues Partie 1: Bois massif. French Standards Association (AFNOR), Paris

[21]

Ridley-Ellis D, Stapel P, Baño V. Strength grading of sawn timber in Europe: an explanation for engineers and researchers. Eur J Wood Prod, 2016

[22]

Takeda T, Hashizume T. Differences of tensile strength distribution between mechanically high-grade and low-grade Japanese larch lumber II: effect of knots on tensile strength distribution. J Wood Sci, 1999, 45: 207-212.

[23]

UNE 56544:2011. Clasificación visual de la madera aserrada para uso estructural. Madera de coníferas. Spanish Association for Standardization (UNE), Madrid

[24]

UNI 11035-2:2010. Legno strutturale—Classificazione a vista dei legnami secondo la resistenza meccanica—parte 2: regole per la classificazione a vista secondo la resistenza meccanica e valori caratteristici per tipi di legname strutturale. Italian National Unification Body (UNI), Rome

[25]

Zhu J, Nakano T, Tokumoto M. Variation of tensile strength with annual rings for lumber from the Japanese larch. J Wood Sci, 2000, 46: 284-288.

AI Summary AI Mindmap
PDF

124

Accesses

0

Citation

Detail

Sections
Recommended

AI思维导图

/