Tool · Moment–curvature
모멘트–곡률 섬유요소 해석: 세 가지 콘크리트 모델, 한 장의 그림으로 연성 비교.
피복 콘크리트와 횡구속 코어 콘크리트를 함께 고려하는 섬유요소 단면 해석으로, 항복점, 공칭점, 최대점, 극한점과 곡률 연성도 μφ를 얻습니다.
도구 화면

같은 단면, 네 가지 모델
아래 그림은 계산 엔진이 같은 단면에 네 가지 콘크리트 모델을 각각 적용하여 실제로 계산한 결과로, 구속과 섬유 보강이 극한 곡률과 연성에 미치는 영향을 한눈에 볼 수 있습니다.
참고문헌
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보강안의 연성을 비교하는 데 더 이상 프로그래밍이 필요 없습니다.
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