采用板式FRP拉结件的装配式混凝土夹心墙板受弯性能研究  

Study on Flexural Performance of the Precast Concrete Sandwich Panel Enabled by FRP Plate Type Connector

作　　者：汤婷婷 黄俊旗[2] TANG Tingting;HUANG Junqi(Department of Architecture and Civil Engineering,Hefei Science and Technology College Hefei 231201,China;School of Civil and Hydraulic Engineering,Hefei University of Technology Hefei 230009,China)

机构地区：[1]合肥科技职业学院建筑工程系,合肥231201 [2]合肥工业大学土木与水利工程学院,合肥230009

出　　处：《广东土木与建筑》2023年第4期42-45,共4页Guangdong Architecture Civil Engineering

基　　金：国家自然科学基金项目“多叶板型预制地聚物混凝土夹心外挂墙板受力性能与设计方法研究”(52208158);安徽省自然科学基金项目“采用筒形FRP拉结件的预制地聚物混凝土夹心墙板承压性能研究”(2208085QE172)。

摘　　要：为进一步研究采用板式FRP拉结件的装配式混凝土夹心墙板受弯性能,文章基于通用有限元软件ABAQUS建立数值模型研究了拉结件布置方式、以及混凝土肋厚度对试件平面外初始刚度的影响。研究结果主要表明:对于不带肋的试件,拉结件间距减小会抑制试件平面外剪切变形,使试件平面外刚度逐渐增大;对于带肋的试件,平面外刚度随拉结件间距的增大呈现先增大后减小的趋势;混凝土肋厚度的增加会提高试件平面外刚度,但上升幅度随拉结件间距的减小而降低。In order to facilitate an in-depth understanding on the flexural performance of the precast concrete sandwich panel with FRP plate type connector,numerical models based on general purpose finite element software ABAQUS was conducted to investigate the influence of the connector layout and the concrete rib thickness on the out-of-plane initial stiffness of the precast concrete sandwich panel.The results indicated that for the specimen without concrete rib,the out-of-plane shear deformation of the specimen would be decreased through reducing the connector spacing and the stiffness would be improved.For the specimen with concrete rib,the stiffness presented an initial increase and followed by a decrease with the increase of the connector spacing.The increase of the concrete rib thickness would improve the stiffness of the specimen,while the improvement would be reduced with the decrease of the connector spacing.

关 键 词：装配式混凝土夹心墙板 FRP 有限元 板式拉结件 受弯性能 

分 类 号：TU375.1[建筑科学—结构工程]