不定形 콘크리트 슬라브의 應力 特性

Abstract

不定形 콘크리트 슬라브는 荷重傳達體系가 損亂되어 있기 때문에 應力分布에 많은 變化가 있을 것이 豫想된다. 境界條件과 形態가 서로 다른 4가지 경우를 假定하여 콘크리트 슬라브를 均質等方性板으로 보고 差分法(Finite Differences Method)으로 解析하여 各 點에서의 應力을 구한 후 이것을 비교 分析 하였다.

The disturbance of load transfer system of irregular shape concrete slabs will influence the stress distribution of it. 4 cases different in boundary conditions and shapes are analyzed by the Finite Differences Method and the results are investigated.

The disturbance of load transfer system of irregular shape concrete slabs will influence the stress distribution of it. 4 cases different in boundary conditions and shapes are analyzed by the Finite Differences Method and the results are investigated.