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비선형 유한요소해석을 통한 철근콘크리트 보의 비틀림 내력 예측
Prediction of Torsional Strength of Reinforced Concrete Beams using Nonlinear Finite Element Analysis
문정현, 김창혁, 신동익, 이정윤
- 언어KOR
- URLhttps://db.koreascholar.com/Article/Detail/367613
2019 한국구조물진단유지관리공학회 봄 학술발표회 논문집 (2019.04)
pp.140-141
pp.140-141
한국구조물진단유지관리공학회
(The Korea Institute For Structural Maintenance and Inspection)
초록
In this study, the torsional strength of reinforced concrete hollow beams is predicted by nonlinear finite element analysis. A nonlinear finite element analysis program, ATENA, was used for the analysis. A total of six reinforced concrete beams were used and the analysis was performed under the same conditions as the actual test.
목차
Abstract
1. 서 론
2. 비선형 유한요소해석
3. 결 론
참고문헌
1. 서 론
2. 비선형 유한요소해석
3. 결 론
참고문헌
저자
