配筋暖砖墙体抗剪性能研究  

STUDY ON SHEAR BEHAVIOR OF REINFORCED WARM BRICK WALL

作　　者：王斌 祝英杰[1] 韩正伟 杨旭东 WANG Bin;ZHU Yingjie;HAN Zhengwei;YANG Xudong(School of Civil Engineering,Qingdao University of Technology,Shandong Qingdao 266033,China)

机构地区：[1]青岛理工大学土木工程学院

出　　处：《低温建筑技术》2019年第10期48-50,55,共4页Low Temperature Architecture Technology

摘　　要：为考察配筋暖砖墙体的抗剪性能,文中利用ANSYS软件建立了6片不同混凝土强度等级、竖向压力、是否带有洞口的6片墙体有限元模型,进行了配筋暖砖墙体的抗剪性能数值分析,获得不同参数对配筋暖砖墙体的抗剪性能的影响规律,为配筋暖砖墙体的工程应用提供理论依据。In order to investigate the shear performance of reinforced warm brick wall,six finite element models of different concrete strength grades,vertical pressure and with or without holes are established by using ANSYS software.The numerical analysis of shear performance of reinforced warm brick wall is carried out,and the influence rules of different parameters on shear performance of reinforced warm brick wall are obtained.The law provides a theoretical basis for the engineering application of reinforced warm brick wall.

关 键 词：配筋暖砖墙体 抗剪性能 有限元模型 

分 类 号：TU398.2[建筑科学—结构工程]