Skip to main content

Official Journal of the Japan Wood Research Society

  • Original Article
  • Published:

Development of LVL frame structures using glued metal plate joints I: bond quality and joint performance of LVL-metal joints using epoxy resins

Abstract

Bond quality and joint performance between laminated veneer lumber (LVL) and metal plates were investigated. Commercially fabricated LVL made of Douglas fir veneer and bonded with phenol-formaldehyde resin as well as three types of epoxy adhesives were used. Various surface preparations and treatments were applied to ordinary steel, stainless steel, and aluminum plates to remove the weak boundary layer that is incompatible with the resin and form a stable adherend layer that is chemically and mechanically compatible with the resin. Small specimens were tested in shear to search the most suitable metal surface for bonding with LVL. Generally, shear strength obtained for the specimens bonded with aluminum plates was lower than those bonded with ordinary steel plates. Among them chemically treated (ChT) and roughened (R) surfaces have demonstrated superior performance. To investigate strength performance and bond quality, LVL beams jointed with metal plates were tested while bending. The best results were obtained for specimens bonded with zinccoated metal plates, though good results were obtained also for ChT and R plates. However, the fracture proved to be fragile when no drift pins were used, even for high-performance surface treatments. The usage of drift pins was necessary to add toughness and avoid the brittle status of the fracture.

References

  1. Komatsu K, Kamiya F, Hirashima Y (1988) Full-size test and analyses on glulam two-storied portal frames. In: Proceedings of the International Conference on Timber Engineering, Seattle, pp 205–220

  2. Ohashi Y, Sakamoto I (1994) Experiments and response analyses on three storied timber frame structures. In: Proceedings of the Pacific Timber Engineering Conference, Gold Coast, Australia, vol 2, pp 222–231

  3. Komatsu K, Karube M, Harada M, Fukuda I, Hara Y. Kaihara H (1996) Strength and ductility of glulam portal frame designed by considering yield of fasteners in part. In: Proceedings of the International Wood Engineering Conference, New Orleans, vol 4, pp 523–530

  4. Boult BF (1988) Multi-nailed moment resisting joints. In: Proceedings of the International Conference on Timber Engineering, Seattle, pp 205–220

  5. Miyazawa K (1994) Timber shear walls and skeleton structures: analyses and experiments. In: Proceedings of the Pacific Timber Engineering Conference, Gold Coast, Australia, vol 2, pp 241–250

  6. Batchelar ML, Hunt RD (1991) Composite plywood and steel gusset plates for moment-resisting joints in timber frames. In: Proceedings of the International Conference on Timber Engineering, London, vol 3, pp 104–110

  7. Leijten Ad JM (1988) Steel reinforced joints with dowels and bolts. In: Proceedings of the International Conference on Timber Engineering, Seattle, pp 474–488

  8. Yasumura M, Ohta H, Fukuda I (1996) Design of wood-framed building with shear walls and moment frames. In: Proceedings of the International Wood Engineering Conference, New Orleans, vol 4, pp 81–88

  9. Buchanan AIL Deng XJ (1996) Strength of epoxied steel rods in glulam timber. In: Proceedings of the International Wood Engineering Conference, New Orleans, vol 4, pp 488–495

  10. Gardener G (1994) Reinforced glued laminated timber system: epoxy/steel/timber composite material. In: Proceedings of the Pacific Timber Engineering Conference, Gold Coast, Australia, vol 2, pp 548–557

  11. Buchanan AH, Fairweather RH (1993) Epoxied moment-resisting connections for timber buildings. In: Proceedings of the International Workshop on Wood Connectors, Madison, WI, pp 107–113

  12. Lee H, Neville K (1967) Handbook of epoxy resins. McGraw-Hill, New York, pp 15–16

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Hiroaki Yoshida.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Pirvu, C., Yoshida, H. & Taki, K. Development of LVL frame structures using glued metal plate joints I: bond quality and joint performance of LVL-metal joints using epoxy resins. J Wood Sci 45, 284–290 (1999). https://doi.org/10.1007/BF00833492

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/BF00833492

Key words