In this paper, an experimental design of an experimental study was carried out to evaluate the pullout performance of an cast-in-place anchor. Then, an analytical examination of the planned experiment was carried out. The size of the specimen was determined by reference to the installation depth of the anchor. The test specimens were checked for bending cracks according to design standards. The numerical analysis model was constructed according to the final test plan, and the result of the analysis was that the crack occurred at the center of the section. Therefore, the ultimate specimen which cone fracture of concrete was induced by modeling by reinforcing steel reinforcement on the outside of specimen was planned.

Abstract
 1. 서 론
 2. 시험체 계획
 3. 실험해석 및 결과분석
 4. 결 론
 참고문헌

• 권민호(경상대학교 토목공학과) | Kwon Min Ho
• 김진섭(경상대학교 토목공학과) | Kim Jin Sup
• 정영석(경상대학교 토목공학과) | Jeong Yeong Seok
• 권규빈(경상대학교 토목공학과) | Kwon Gyu Bin