摘要
结合某框剪结构地下室顶盖异常开裂的工程实例,通过现场调查、理论分析以及SAFE有限元模拟论证,详细论述了地下室顶盖裂缝产生的原因以及裂缝对结构性能的影响,最后提出了裂缝处置及防治措施,为其他工程预防混凝土裂缝的产生及裂缝的处置提供借鉴.
Combined with the engineering example of a frame-shear structure with its basement roof cracked unusually,the paper discusses in detail the causes of the cracks in the basement floor and the influence of the cracks on the structural performance through field investigation,theoretical analysis and finite element simulation by SAFE.It puts forward the measures of the crack disposal and control which provide reference for the engineering of the kind to prevent the concrete cracking and crack disposal.
作者
郭新新
王玉田
姜福香
冯航
GUO Xin xin;WANG Yu tian;JIANG Fu xiang;FENG Hang(School of Civil Engineering,Qingdao University of Technology,Qingdao 266033,China)
出处
《青岛理工大学学报》
CAS
2018年第4期26-31,共6页
Journal of Qingdao University of Technology
关键词
混凝土开裂
SAFE有限元模拟
裂缝
处理措施
concrete cracking
SAFE finite element simulation
crack
treatment measures