摘要
采用ANSYS软件对单元板块由槽型铝板与5条加劲肋组成的单元板块的内力和变形进行数值模拟,研究加劲肋与槽型铝板连接约束改变,建立计算模型计算铝板的内力和位移,最后介绍其实际应用。
Using the ANSYS software,the internal force and deformable of the unit type plate structure which are composed of the channel type aluminum plate and 5 stiffening ribs(portal type frame) are numerical simulated. The change of connection constraints between stiffening rib and the aluminum plate is studied. The computation model is built and its internal force and displacement are calculated.Finally,the practical application is introduced.
出处
《广东土木与建筑》
2014年第1期16-17,8,共3页
Guangdong Architecture Civil Engineering
关键词
单元式幕墙
槽型铝板
加劲肋
约束改变
内力
位移
unit type curtain wall
channel type aluminum plate
stiffening rib
constraint change
internal force
displacement
