For the artistic column used by Glass Fiber Reinforced Plastic(GFRP), the connection of steel with GFRP were needed. Due to the fabricating characteristics of hand laminating, GFRP surfaces had to be connected. Because there were no existed data of these connection, experimental study has to be followed so that the structural strength and buckling mode could be investigated. In this paper, therefore, the axial tests of steel with GFRP were performed. The connection of GFRP's surfaces could be also tested as well. As a result, it could be figured out that the strength of these connections were determined by the adhesive strength.

 Abstract  1. 서 론  2. GFRP를 이용한 기둥의 접합부  3. 실험 개요   3.1 천장과의 연결부분 (철+GFRP)   3.2 수평 연결부분 (철+GFRP)   3.3 수직 연결부분 (GFRP)  4. 결론  감사의 글  References

• 황경주(삼성물산 건축구조팀 과장, 공학박사) | Hwang, Kyung-Ju
• 최취경( 가천대학교 건축공학과 교수, 공학박사) | 최취경