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预埋钢筋混凝土梁拉拔性能数值分析
引用本文:陈铁虎,高欣欣,李洪海,李青狮,张小伟. 预埋钢筋混凝土梁拉拔性能数值分析[J]. 山西建筑, 2014, 0(26): 29-30
作者姓名:陈铁虎  高欣欣  李洪海  李青狮  张小伟
作者单位:南京市水利规划设计院有限责任公司;江苏省生产力促进中心;解放军65316部队;解放军理工大学校务部;解放军96528部队
基金项目:江苏省青年自然科学基金资助项目(项目编号:BK20130065)
摘    要:为研究锚筋和混凝土介质之间的粘结特性,利用有限元程序进行预埋钢筋混凝土梁拉拔数值模拟,得到了不同直径预埋钢筋混凝土结构内力与变形分布特征,计算表明,拉拔荷载作用下结构应力集中于混凝土梁端部,并由锚筋顶端向末端、由横截面中心向四周非线性降低,结构变形呈对称分布;特定埋深下,结构静力响应随着钢筋直径增大而减小,结构拉拔承载力增强。

关 键 词:预埋钢筋  拉拔  数值分析  内力分布  变形

Numerical study on drawing performance of embedded reinforced concrete beam
CHEN Tie-hu;GAO Xin-xin;LI Hong-hai;LI Qing-shi;ZHANG Xiao-wei. Numerical study on drawing performance of embedded reinforced concrete beam[J]. Shanxi Architecture, 2014, 0(26): 29-30
Authors:CHEN Tie-hu  GAO Xin-xin  LI Hong-hai  LI Qing-shi  ZHANG Xiao-wei
Affiliation:CHEN Tie-hu;GAO Xin-xin;LI Hong-hai;LI Qing-shi;ZHANG Xiao-wei;Nanjing Water Planning and Designing Institute Co.,Ltd;Jiangsu Province Productivity Center;Unit 65316,PLA;School Administive Department,PLA University of Science and Technology;Unit 96528,PLA;
Abstract:To investigate the bond characteristic between embedded bar and concrete,the numerical simulation of drawing performance of embed-ded reinforced concrete beam was conducted using finite element program. The endogen force and deformation distribution of the structure embed-ded with different diameter bars were obtained. The results show that the structure stress concentrates on the end of the concrete beam and de-crease nonlinearly from top end to bottom end of anchor bar and also decrease from the centre of cross-section to its boundary. The structure de-formation is symmetrical. Under certain constant embedded depth,the structure responses decrease with the diameter of the steel bar,whereas the drawing strength increases to some extent.
Keywords:embedded bar drawing numerical investigation endogen force distribution deformation
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