The damage to non-structural elements in buildings has been increasing due to earthquakes. In Korea, post-installed anchors produced overseas have been mainly used for seismic anchorage of non-structural components to structures. Recently, a new cast-in-place concrete insert anchor installed in concrete without drilling has been developed in Korea. In this paper, an experimental study was conducted to evaluate the tensile and shear strengths of the newly developed anchor under monotonic load. The failure modes of the tension specimens were divided into concrete breakout failure and steel failure, and all shear specimens showed steel failure. In both tension and shear, the maximum loads of specimens were greater than the nominal strengths predicted by the concrete design code (KDS 14 20 54). As a result, it is expected that the current code can also be used to calculate the strength of the developed cast-in anchor.

Abstract
1. 서론
2. 선설치 인서트 앵커
3. 실험 개요
    3.1 재료특성
    3.2 예상강도 산정
    3.3 실험체 계획
    3.4 실험 방법
4. 실험 결과 및 분석
    4.1 인장실험
    4.2 전단실험
5. 결론
References

• 전주성(부경대학교 건축공학과) | Jeon Ju-Seong (Department of Architectural Engineering, Pukyong National University)
• 김지훈(㈜양수금속) | Kim Ji-Hoon (Yang Soo Metals Co., Ltd.)
• 오창수(㈜양수금속) | Oh Chang-Soo (Yang Soo Metals Co., Ltd.)
• 이창환(부경대학교 건축공학과) | Lee Chang-Hwan (Department of Architectural Engineering, Pukyong National University) 교신저자