摘要
采用有限元法对碳化硅微悬臂梁在10 000 g加速冲击下的位移进行了数值模拟,并分析了相应的应力响应,得出了微悬臂梁结构的危险点位置,计算结果符合工程实际。
This paper introduces the quality control measures, the appearance of circular column and the arc beam junction concrete, according to the specific circumstances of the project, construction organization, in the construction process, according to the actual situation to improve the construction process, to find out the best way to solve the problem.
出处
《现代工业经济和信息化》
2014年第15期52-52,54,共2页
Modern Industrial Economy and Informationization
关键词
应力分析
碳化硅
微悬臂梁
有限元法
the appearance quality of concrete
mix proportion of concrete
circular column
arc beam
