湖南大学学报（自然科学版）Issue(1)：68-75,8.
HPFL 加固预制空心板的数值模拟与试验研究
Numerical Simulation and Experimental Investigation on Precast Hollow-core Slabs Strengthened with HPFL
摘要
Abstract
Based on the experimental study of the flexural performance and shear performance of pre-cast hollow-core slabs strengthened with HPFL,the ANSYS was applied to build the spatial finite element model to analyze the precast hollow-core slabs strengthened with HPFL.Further analysis was conducted for the HPFL strengthening surface mortar strength,HPFL reinforcement layer steel bar mesh size,HP-FL reinforcement stripe width and the direction of precast hollow slabs and other factors on the precast hollow slabs shear performance strengthened with HPFL.The results demonstrate that finite element a-nalysis results and the experimental results are basically identical and the effectiveness of HPFL as a kind of improved precast hollow slabs flexural resistance and shear resistance.The HPFL stripe width and the strengthening surface mortar strength have the most important influence on the strengthening effects.The ultimate capacity increases with their enlargement.The ultimate capacity increases slightly with the steel bar mesh size.HPFL can also improve the precast hollow slabs'shear bearing capacity of horizontal and vertical directions.关键词
预制空心板/高性能复合砂浆钢筋网薄层/加固/抗弯性能/抗剪性能Key words
precast hollow-core slabs/high performance ferro-cement laminate (HPFL)/strengthe-ning/flexural performance/shear performance分类
建筑与水利引用本文复制引用
尚守平,王智..HPFL 加固预制空心板的数值模拟与试验研究[J].湖南大学学报（自然科学版）,2016,(1):68-75,8.基金项目
国家十二五科技支撑计划项目（2011BAJ08B02）；湖南省住建厅2010科技计划项目 （）
