Authors investigated the fatigue bond performance on the grouted joint connection of wind tower. High strength cementeous grout has 140MPa of a compressive strength was incerted in the gap of small scaled steel tube simulated the wind tower joint. The stress level was 65 and 74% of static strength that is 35MPa, respectevely. From the test, each specimens endured the repeated loads up to 2,000,000 cycles.

• 서 교(경남과학기술대학교 토목공학과, 석사) | Seo, Gyo
• 오홍섭(경남과학기술대학교 토목공학과, 교수) | Oh, Hongseob 교신저자
• 고상진(주)제트콘코리아, 기술연구소, 주임연구원) | Ko, Sang Jin
• 김상현(주)제트콘코리아, 기술연구소, 연구소장) | Kim, Sang Hyun
• 오광진(한국시설안전공단, 생활시설안전실 부장) | Oh, Kwang Jin