DOI QR코드

DOI QR Code

Experimental Evaluation of Shear Bonding Performance of Wood-Steel Composite Members

목재-강재 합성 부재의 전단 부착 성능에 대한 실험적 평가

  • Park, Keum-Sung (Korea Institute of Civil Engineering and Building Technology) ;
  • Lee, Sang-Sup (Korea Institute of Civil Engineering and Building Technology) ;
  • Kwak, Myong-Keun (Korea Institute of Civil Engineering and Building Technology)
  • Received : 2019.09.10
  • Accepted : 2019.10.01
  • Published : 2019.12.15

Abstract

In this study, an experimental study was carried out to evaluate the bond shear performance according to the shear connector between the glue-laminated timber and steel interface. Ten block shear specimens were fabricated according to the configuration of the adhesive surface of wood and steel. In addition, four test specimens were produced according to the main variable shape of the wood-concrete shear connector. As a result of the block shear test, the shear strength of the steel-wood adhesive is shown to have a shear performance greater than the wood-wood shear strength. As a result of the push-out test according to the shape of the shear connector, the shear strength increased linearly with the attachment area. The complete composite behavior between the glued-laminated timber and the steel can be secured.

Keywords

References

  1. Cho, H. J., & Kim, W. J., "A study on the Conservation of Historic Timber Architecture by Synthetic Resin in Korea", Journal of Architectural History, Vol.15, No.1, pp.43-57, 2006
  2. Kang, H. G., "A Study on the Flexural Capacity of Wooden Member According to the Reinforcement Ratio of Synthetic Resin", Journal of Korean Association for Spatial Structures, Vol.17, No.3, pp.91-98, 2017 https://doi.org/10.9712/KASS.2017.17.3.091
  3. Korea Institute of Civil Engineering and Building Technology. (2014). A Study on the Establishment of Basis for Hybrid Steel-Timber Structure System (Report No. KICT 2014-078). Republic of Korea.
  4. Park, J. C. (2009). Strength Properties of Hybrid Fiber-Reinforced-Plastic Reinforced Glulam Beams (Doctoral dissertation). Kangwon National University
  5. Forest Products Laboratory, "Wood Handbook: Wood as an Engineering Material", University Press of the Pacific, pp.1-436, 2000.
  6. Park, A. R., & Lee, K. H. (2017). Failure investigation of Timber-Concrete Composite Structure System with Various Embedment Lengths of Shear Connectors. Proceedings of the Korea Concrete Institute, Republic of Korea, Vol.59, No.2, pp.721-722
  7. Lee, S. J., & Park, M. J. (2017). Shear Performance of the Wood-Concrete Composite with Different Anchorage Length. Proceedings of the Korean Institute of Architecture, Republic of Korea, Vol.37, No.01, pp.809-810
  8. Kim, K. T., & Kim, J. H. (2017). Structural Evaluation of Timber-Concrete Composite Diaphragm. Proceedings of the Korea Concrete Institute, Republic of Korea, Vol.29, No.1, pp.671-672
  9. Korean Standards Association, "KS F 3021 Structural glued laminated timber", The Ministry of Knowledge Economy, Korean Agency for Technology and Standards, 2013.