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.

Abstract
1. 서론
2. 기존 연구 개발 현황
3. 블록 전단 성능 시험
    3.1 시험 개요
    3.2 시험체 계획
    3.3 시험 결과
4. 전단 연결재 푸쉬 아웃(Push-Out)실험
    4.1 실험 개요
    4.2 실험 결과
5. 소결
References

• 박금성(한국건설기술연구원) | Park Keum-Sung (Korea Institute of Civil Engineering and Building Technology) 교신저자
• 이상섭(한국건설기술연구원) | Lee Sang-Sup (Korea Institute of Civil Engineering and Building Technology)
• 곽명근(한국건설기술연구원) | Kwak Myong-Keun (Korea Institute of Civil Engineering and Building Technology)