STATIC BENDING STRENGTH PERFORMANCES OF CROSS-LAMINATED WOOD PANELS MADE WITH SIX SPECIES

Authors

  • Han-Min Park Institute of Agriculture & Life Science College of Agriculture and Life Science Gyeongsang National University (Associate Professor)
  • Masami Fushitani Tokyo University of Agriculture and Technology (Professor Emeritus)
  • Hee-Seop Byeon Institute of Agriculture & Life Science College of Agriculture and Life Science Gyeongsang National University (Professor)
  • Jae-Kyung Yang Institute of Agriculture & Life Science College of Agriculture and Life Science Gyeongsang National University (Professor)

Keywords:

Species, cross-laminated wood panels, modulus of elasticity, deflection, shear force

Abstract

In this study, with the view to using effectively Korean small and medium diameter woods as structural materials, the cross-laminated wood panels were manufactured by using six species of Korean softwoods and hardwoods, and static bending strength performances were investigated for each species. The static bending strength performances of parallel- and cross-laminated wood panels increased in proportion to the density of species on the whole. The static bending strength performances perpendicular to the grain were improved by cross-laminating the longitudinal direction lamina in the core, the extent of the increase was higher in softwoods than in hardwoods. The measured modulus of elasticity (MOE) of parallel-laminated wood panels and cross-laminated wood panels perpendicular to the grain of face laminae had a little difference with those calculated from true MOEs of individual laminae. However, the measured MOEs of cross-laminated woods parallel to the grain of face laminae were much lower than the estimated MOEs owing to the effect of deflection caused by shear force. The percentage of deflection caused by shear force versus total deflection (Ys) showed high values of 9.8%~34.0%, and the cross-laminated wood panels made with softwoods were found to be markedly higher than those made with hardwoods.

Author Biography

Han-Min Park, Institute of Agriculture & Life Science College of Agriculture and Life Science Gyeongsang National University (Associate Professor)

Division of Environmantal Forest Science, Major of Environmental Materials Science

References

Asano I, Tuzuki K (1963) Some anisotropic properties on the strength of the plywood. J Soc Mater Sci, Jpn 12:761-768. In Japanese with summary in English.

Gavric I, Fragiacomo M, Ceccotti A (2015) Cyclic behavior of typical metal connectors for cross-laminated (CLT) structures. Materials and Structures 48: 1841-1857.

Gavric I, Fragiacomo M, Ceccotti A (2015) Cyclic behavior of typical screwed connections for cross-laminated (CLT) structures. Eur J Wood Prod 73:179-191.

Gülzow A, Richter K, Stelger R (2011) Influence of wood moisture content on bending and shear stiffness of cross-laminated timber panels. Eur J Wood Prod 69:193-197.

Ido H, Nagao H, Miura S, Miyatake A (2014) Compressive strength properties perpendicular to the grain of cross-laminated timber (CLT) composed of sugi laminations. Mokuzai Gakkaishi 60:16-22. In Japanese with summary in English.

JAS (2008) Laminated veneer lumber. Bending test. Japanese Agricultural Standards Association, Tokyo, Japan. 21-22 pp.

Muraue K, Ueda M, Matsuda H, Zhang M, Kawasaki T, Kawai S (1999) Manufacture and properties of three-layered particleboards with oriented face strands of veneersⅠ. Mokuzai Gakkaishi 45:395-402. In Japanese with summary in English.

Nakashima S, Kitamori A, Komatsu K (2014) Embedment and shear strengths of cross laminated timber and their dependence on angular orientation. Mokuzai Gakkaishi 60:216-226. In Japanese with summary in English.

Okuma M (1966) Studies on mechanical properties of plywood Ⅱ. Young’s modulus in bending. Mokuzai Gakkaishi 12:15-20. In Japanese with summary in English.

Oh JK, Lee JJ, Hong JP (2015) Prediction of compressive strength of cross-laminated timber panel. J Wood Sci 61:28-34.

Okabe M, Yasumura M, Kobayashi K, Fujita K (2014) Prediction of bending stiffness and moment carrying capacity of sugi cross-laminated timber. J Wood Sci 60:49-58.

Park HM, Fushitani M (2006a) Effects of component ratio of the face and core laminae on static bending strength performances of three-ply cross-laminated wood panels made with sugi (Cryptomeria japonica). Wood and Fiber Sci 38:278-291.

Park HM, Fushitani M (2014) Calculations of shear moduli of three-ply cross-laminated wood panels from shear moduli of individual laminae. Wood and Fiber Sci 46:195-205.

Park HM, Fushitani M, Byeon HS (2009) Derivation of an equation for calculating shear modulus of three-ply laminated material beam from shear moduli of individual laminae and its application. J Wood Sci 55:181-189.

Park HM, Fushitani M, Sato K, Kubo T, Byeon HS (2003) Static bending strength performances of cross-laminated woods made with five species. J Wood Sci 49:411-417.

Park HM, Fushitani M, Sato K., Kubo T, Byeon HS. 2006b. Bending creep performances of three-ply cross-laminated woods made with five species. J Wood Sci 52: 220-229.

Park HM, Fushitani M, Ohtsuka T, Nakajima T, Sato K, Byeon HS (2001) Effect of annual ring angle on static bending strength performances of cross-laminated woods made with sugi wood. Mokuzai Gakkaishi 47:22-32. In Japanese with summary in English.

Park HM, Fushitani M, Kubo T, Sato K, Byeon HS (2002) Bending creep performance of cross-laminated sugi wood. Mokuzai Gakkaishi 48:166-177. In Japanese with summary in English.

Sakai J (1970) Strength of structures (in Japanese). Gihodo, Tokyo, Japan. 77 pp.

Sawada M, Kondo K, Hata K (1959) Studies on the elasticity of plywood Ⅱ. The effect of grain direction on the elastic constants of multilayer plywood in tension or bending. Mokuzai Gakkishi 5:131-138. In Japanese with summary in English.

Sebera V, Muszyński L, Tippner J, Noyel M, Pisaneschi T, sundberg B (2015) FE analysis panel subjected to torsion and verified by DIC. Materials and Structures 48: 451-459.

Stelger R, Gülzow A, Czaderski C, (2012) Comparison of bending stiffness of cross-laminated solid timber derived by modal analysis panels and by bending tests of strip-shaped specimens. Eur J Wood Prod 70:141-153.

Utokuchi T, Kawada Y, Kuranishi M (1998) Strength of materials. Shokabo, Tokyo, Japan. 270-271 pp.

Yoshihara H, Kubojima Y (2002) Measurement of shear modulus of wood by asymmetric four-point bending tests. J Wood Sci 48:14-19.

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Published

2016-06-01

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Research Contributions