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Tytuł artykułu

Dimensional stability and mechanical performance of face-glued spruce-pine-fir and Douglas-fir studs

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Warpage of dimensional lumber has been identified as the major issue for its use in wood construc tion prefabrication in North America. Face-gluing is a promising technique to mitigate warping of dimensional lumber. This paper studies the dimensional stability and mechanical performance of 2-ply face-glued lumber as a means of reducing warpage in both spruce-pine-fir (S-P-F) and Douglas-fir (D. fir) lumber. Planks were paired and subsequently laminated based on their initial dynamic modulus of elasticity (MOE) and shape compatibility. Warp was measured in twist, bow, and crook at varying moisture contents. Mechanical performance was measured in terms of the MOE, modulus of rupture (MOR), and shear strength. This pairing regime between component planks offers a means to reduce the twist and bow tendencies of face-glued lumber while increasing the unifor mity of lumber strength. Flexural MOE and MOR performances were consistent with visual grades No.1/No.2, showing the potential of face-glued lumber as a value-added product for the automatic prefabrication of wood constructions.
Rocznik
Strony
Art. no. 193420
Opis fizyczny
Bibliogr. 20 poz., rys., wykr.
Twórcy
autor
  • University of Northern British Columbia, Canada
  • University of Northern British Columbia, Canada
autor
  • University of Northern British Columbia, Canada
Bibliografia
  • Arriaga, F., Wang, X., Íñiguez-González, G., Llana, D.F., Esteban, M., Niemz, P., 2023. Mechanical Properties of Wood: A Review. Forests. 14(6):1202. https://doi.org/10.3390/f14061....
  • ASTM. 2013. Standard D 905 - 08 (Reapproved 2013) Standard Test Methods of Strength Properties of Adhesive Bonds in Shear by Compression Loading. (West Conshohocken: ASTM International).
  • ASTM. 2015. Standard D 198-15 Standard Test Methods of Static Tests of Lumber in Structural Sizes. (West Conshohocken: ASTM International).
  • Barrett, J.D., Hong, J.-P., 2010. Moisture content adjustments for dynamic modulus of elasticity of wood members. Wood Sci. Technol. 44, 485–495. https://doi.org/10.1007/s00226....
  • Cai, Z., Dickens J. R., 2004. Wood composite warping: modeling and simulation. Wood and Fiber Science, 36:174–185.
  • CSA. 2014. CSA-O86-14: Engineering design in wood. (Toronto: CSA Group).
  • CSA. 2016. CSA-O122-16: Structural glue-laminated timber. (Toronto: CSA Group).
  • Eriksson, J., Ormarsson, S., Petersson, H., 2005. An experimental and numerical study of shape stability in laminated timber columns. Holz Als Roh- Werkst. 63, 423–429. https://doi.org/10.1007/s00107....
  • Eriksson, J., Ormarsson, S., Petersson, H., 2004. An experimental study of shape stability in glued boards. Holz Als Roh- Werkst. 62, 225–232. https://doi.org/10.1007/s00107....
  • Johansson, G., Kliger, R., Perstorper, M., 1994. Quality of structural timber-product specification system required by end-users. Holz Als Roh- Werkst. 52, 42–48. https://doi.org/10.1007/BF0261....
  • Johansson, M., Kliger, R., 2002. Influence of Material Characteristics on Warp In Norway Spruce Studs. Wood Fiber Sci. 325–336.
  • Li, L., Gong, M., Chui, Y.H., Liu, Y., 2016. Modeling of the cupping of two-layer laminated densified wood products subjected to moisture and temperature fluctuations: model application. Wood Sci. Technol. 50, 39–51. https://doi.org/10.1007/s00226....
  • NLGA., 2015. NGLA SPS 6: Special Products Standard for Structural Face-Glued Lumber. (New Westminster: National Lumber Grades Authority).
  • Nocetti, M., Aminti, G., Vicario, M., Brunetti, M., 2024. Mechanical properties of ancient wood structural elements assessed by visual and machine strength grading. Construction and Building Materials, 411, https://doi.org/10.1016/j.conb....
  • Ormarsson, S., Cown, D., 2005. Moisture-Related Distortion of Timber Boards of Radiata Pine: Comparison With Norway Spruce. Wood Fiber Sci. 424–436.
  • Ormarsson, S., Dahlblom, O., Petersson, H., 1999. A numerical study of the shape stability of sawn timber subjected to moisture variation Part 2: Simulation of drying board. Wood Sci. Technol. 33, 407–423. https://doi.org/10.1007/s00226....
  • Perstorper, M., Johansson, M., Kliger, R., Johansson, G., 2001. Distortion of Norway spruce timberPart 1. Variation of relevant wood properties. Holz Als Roh- Werkst. 59, 94–103. https://doi.org/10.1007/s00107....
  • Serrano, R., Cassens,D., 2001. Reducing warp and checking in plantation-grown yellow-poplar 4 by 4’s by reversing part positions and gluing in the green condition. Forest Products Journal, (37–40), Forest Products Society.
  • Wang, X., 2013. Stress Wave E-Rating of Structural Timber—Size and Moisture Content Effects. USDA For. Serv. For. Prod. Lab. Gen. Tech. Rep. FPL-GTR-226 2013 Pp 38-46 226, 38–46.
  • Yoon, H.S., Park, S.W., 2002. Determining the Structural Parameters That Affect Overall Properties of Warp Knitted Fabrics Using Cluster Analysis. Textile Research Journal, 72 (11):1013-1022. doi:10.1177/004051750207201114.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-9c137304-4f5e-449d-b5b7-0c8384bcb8fe
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