CAJ | 학술논문

水布垭溢洪道泄量巨大、泄洪水头高，泄槽鼻坎受力非常复杂，按常规材料力学法计算的钢筋无法布置。采用ANSYS软件对鼻坎进行三维有限元分析，重点研究鼻坎在不同结构措施下的应力变形情况，提出了侧墙和底板的配筋原则，可为同类工程提供参考。
수포오일홍도설량거대、설홍수두고，설조비감수력비상복잡，안상규재료역학법계산적강근무법포치。채용ANSYS연건대비감진행삼유유한원분석，중점연구비감재불동결구조시하적응력변형정황，제출료측장화저판적배근원칙，가위동류공정제공삼고。
The spillway of Shuibuya project is of big flood discharge capacity and high head, consequently, the stress state of the bucket lip is very complex under high water pressure, and it is difficult to arrange the reinforcement in the bucket lip because of large reinforcement quantity calculated by conventional mechanical method. The three-dimensional finite element analyses focusing on the stress and deformation of the bucket lip with different structural measures are performed here by ANSYS. Based on the finite element analysis, the reinforcing principle of the side wall and bottom plate is proposed. The research may provide a reference for similar projects.