This paper presents an nonlinear analysis to investigate the high strength concrete through the comparison with the concrete filled steel tubes and concrete filled GFRP. As a result, the high strength concrete has higher strength than the normal strength concrete filled CFGFRP that is widely used for the compressive strut member of the PSC Box Girder bridge. Therefore, it is confirmed that the high strength concrete is appropriate for the compressive struts of the PSC Box Girder Bridge.

• 김철환(포스코건설 R&D Center 부장, 공학박사) | Kim, Cheol-Hwan
• 고영곤(포스코건설 R&D Center 과장, 박사수료) | Ko, Young-Kon
• 천경식(포스코건설 R&D Center 과장, 공학박사) | Cheon, Kyoung-Sik
• 황재웅(아이디엠이엔씨 차장, 박사수료) | Hwang, Jae-Woong