摘要
根据自密实混凝土的性质,在其墙体中配置钢筋,采用有限元软件ANSYS建立模型,分析了墙体的力学性能,对比得出受剪承载力及墙体顶点位移的计算公式.
Steel bars are often disposed in the wall of self compacting concrete according to its nature. The performance and mechanical properties of the wall were analyzed with the software ANSYS. A formula to calculate the cut supporting capacity and the wall apex moves was given.
出处
《佳木斯大学学报(自然科学版)》
CAS
2007年第1期104-107,共4页
Journal of Jiamusi University:Natural Science Edition