The research verified the validity of interpretation by comparing and analyzing existing experimental values using a grudge element interpretation program. Various interpretation models have been proposed by introducing a reinforcing method for shearing flexural of strengthened reinforced concrete beam with a composite panel as an additional variable. Lastly ductility and beam capacity were examined and compared with an interpretation model at varying levels of reinforcement, reinforcement method, load-displacement relationship and crevice phase
목차
Abstract 1. 서론 2. 유한요소해석 2.1 해석대상 실험체 개요 2.2 재료구성모델 2.3 해석방법 및 요소분할 3. 기존 실험결과와 수치해석결과의 비교분석 3.1 수치해석의 신뢰성 검토 3.2 하중-변위관계 4. 모델계획 4.1 해석모델 변수 및 결과 4.2 해석결과 고찰 5. 결론 참고문헌