摘要
应用塑性力学的塑性极限分析理论对高强钢纤维混凝土圆板进行了研究，得出了计算极限荷载的公式。理论计算所得到的值与实验所得到的值吻合得很好，为这类结构的设计及进一步改性提供了理论基础。
The properties of steel fiber high strength reinforced concrete(SFHRC)sheets are analyzed by plastic limit analysis tbeory.Formula of calculating ultlmate load is worked out.The values figured out by the formula consist with the ones got in experiments.So a theoretical basement is given for design and enhancement of this construction.
出处
《山东建材学院学报》
1995年第1期79-82,共4页
Journal of Shandong Institute of Building Materials
关键词
钢纤维混凝土
高强度
薄板
塑性
极限分析
plastic limit analysis
symmetric bending
high strength concrete
