|本期目录/Table of Contents|

[1]赵卫平.基于ANSYS接触分析的粘结-滑移数值模拟[J].建筑科学与工程学报,2011,28(02):44-51.
 ZHAO Wei-ping.Bond-slip Numerical Simulation Based on ANSYS Contact Analysis[J].Journal of Architecture and Civil Engineering,2011,28(02):44-51.
点击复制

基于ANSYS接触分析的粘结-滑移数值模拟(PDF)
分享到:

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
28卷
期数:
2011年02期
页码:
44-51
栏目:
出版日期:
2011-06-20

文章信息/Info

Title:
Bond-slip Numerical Simulation Based on ANSYS Contact Analysis
作者:
赵卫平
同济大学 建筑工程系,上海 200092
Author(s):
ZHAO Wei-ping
Department of Building Engineering, Tongji University, Shanghai 200092, China
关键词:
高强混凝土 细晶粒钢筋 粘结-滑移 数值模拟 ANSYS 高温
Keywords:
high strength concrete fine-grained steel bar bond-slip numerical simulation ANSYS elevated temperature
分类号:
TU375
DOI:
-
文献标志码:
A
摘要:
采用通用有限元程序ANSYS 10.0对拔出试件进行了接触分析,对数值模拟中的材料模型定义、有限元模型的建立、接触单元生成及后处理等关键技术进行了系统的研究; 重点介绍了使用Targe170和Conta174单元建立三维接触对的实用方法,建议了库仑摩擦模型中摩擦因数和胶着强度的取值,最终实现了基于ANSYS接触分析的粘结-滑移数值模拟。结果表明:该方法可对钢筋拔出过程中的接触摩擦力、接触压力及接触状态等问题进行研究,弥补了宏观试验的不足,模拟拔出试验中的粘结-滑移关系具有一定的可行性。
Abstract:
Contact analysis of pull-out specimen was carried out by using finite element program ANSYS 10.0. A series of numerical simulation techniques, such as defining material model, establishing finite element model(FEM), generating contact element and post-processing were studied. The practical method of setting up 3-D contact pair with element Targe170 and Conta174 was emphatically introduced. Both friction coefficients of Coulomb friction model and adhesion strength were recommended. Finally, bond-slip numerical simulation was achieved based on ANSYS contact analysis. Results show that contact friction, contact pressure and contact state in the process of steel bar pull-out can be studied by this method, which makes up the deficiency of macro test. This method is feasible to simulate bond-slip relationship during pull-out test.

参考文献/References:

[1] NGO D,SCORDELIS A C.Finite Element Analysis of Reinforced Concrete Beams[J].Journal of ACI,1967,64(3):152-163.
[2]BRESLER B,BERTERO V V.Behavior of Reinforced Concrete Under Repeated Load[J].Journal of Structural Division,1968,94(S6):1567-1590.
[3]NILSON A H.Nonlinear Analysis of Reinforced Concrete by the Finite Element Method[J].Journal of ACI,1968,65(9):757-766.
[4]REINHARDT H W,BLAAUWENDRAAD J,VOS E.Prediction of Bond Between Steel and Concrete by Numerical Analysis[J].Materials and Structures,1984,17(4):311-320.
[5]COX J V,HERRMANN L R.Confinement-stress Dependent Bond Behavior,Part Ⅱ:a Two-degree of Freedom Plasticity Model[C]//CEB.Proceedings of International Conference on Bond in Concrete.Riga:CEB,1992:11-20.
[6]VAN MIER J G M,VERVUURT A.Lattice Model for Analyzing Steel-concrete Interface Behavior[J].Mechanics of Geometrical Interfaces,1995,42(1):201-225.
[7]高向玲,李 杰.钢筋与混凝土粘结本构关系的数值模拟[J].计算力学学报,2005,22(1):73-77. GAO Xiang-ling,LI Jie.Numerical Simulation of Bond Constitutive Relation Between Reinforcement and Concrete[J].Chinese Journal of Computational Mechanics,2005,22(1):73-77.
[8]高陈燕,尹冠生,马 超.基于有限变形理论ANSYS几何非线性算法缺陷分析[J].建筑科学与工程学报,2008,25(2):106-110. GAO Chen-yan,YIN Guan-sheng,MA Chao.Analysis of Deficiency of ANSYS Geometric Nonlinear Arithmetic Based on Finite Deformation Theory[J].Journal of Architecture and Civil Engineering,2008,25(2):106-110.
[9]许 强,李湘沅,陈 庆,等.基于ANSYS平台的连续体渐进结构优化设计及其应用[J].建筑科学与工程学报,2008,25(1):23-31. XU Qiang,LI Xiang-yuan,CHEN Qing,et al.Evolutionary Structural Optimization Design of Continuum Based on ANSYS Platform and Its Application[J].Journal of Architecture and Civil Engineering,2008,25(1):23-31.
[10]HAMMATY Y,DE ROECK G,VANDEWALLE L.Finite Element Modeling of Reinforced Concrete Taking into Consideration Bond-slip[C]//DIETRICH D E.1991 ANSYS Conference Proceedings.Houston:SASI,1991:1-10.
[11]王依群,王福智.钢筋与混凝土间的黏结-滑移在ANSYS中的模拟[J].天津大学学报,2006,39(2):209-213. WANG Yi-qun,WANG Fu-zhi.Simulation of Bond-slip Relationship Between Concrete and Reinforcing Bar in ANSYS[J].Journal of Tianjin University,2006,39(2):209-213.
[12]刘佩玺,徐永清,刘福胜.钢筋混凝土结构粘结-滑移分析在ANSYS中的实现[J].山东农业大学学报:自然科学版,2007,38(1):125-130. LIU Pei-xi,XU Yong-qing,LIU Fu-sheng.Realization of RC Structure Bond-slip Analysis with ANSYS[J].Journal of Shandong Agricultural University:Natural Science,2007,38(1):125-130.
[13]肖建庄,黄均亮,赵 勇.高温后高性能混凝土和细晶粒钢筋间粘结性能[J].同济大学学报:自然科学版,2009,37(10):1296-1301. XIAO Jian-zhuang,HUANG Jun-liang,ZHAO Yong.On Bond Behavior Between HPC and Fine Grain Steel Bar After Elevated Temperatures[J].Journal of Tongji University:Natural Science,2009,37(10):1296-1301.
[14]肖建庄,王 平,谢 猛,等.矿渣高性能混凝土高温后受压本构关系试验[J].同济大学学报:自然科学版,2003,31(2):186-190. XIAO Jian-zhuang,WANG Ping,XIE Meng,et al.Experimental Study on Compressive Relationship of HPC at Elevated Temperature[J].Journal of Tongji University:Natural Science,2003,31(2):186-190.
[15]朱伯龙,陆洲导,胡克旭.高温(火灾)下混凝土与钢筋的本构关系[J].四川建筑科学研究,1990(1):37-43. ZHU Bo-long,LU Zhou-dao,HU Ke-xu.Constitutive Relationship of Concrete and Steel Bar Subject to High Temperature(Fire)[J].Building Science Research of Sichuan,1990(1):37-43.
[16]江见鲸,陆新征,叶列平.混凝土结构有限元分析[M].北京:清华大学出版社,2004. JIANG Jian-jing,LU Xin-zheng,YE Lie-ping.Finite Element Analysis of Concrete Structures[M].Beijng:Tsinghua University Press,2004.
[17]GB 1499.2—2007,钢筋混凝土用钢第2部分:热轧带肋钢筋[S]. GB 1499.2—2007,Steel for the Reinforcement of Concrete—Part 2:Hot Rolled Ribbed Bars[S].
[18]徐有邻.变形钢筋-混凝土粘结锚固性能的试验研究[D].北京:清华大学,1990. XU You-lin.An Experimental Study of Bond-anchorage Properties of Bars in Concrete[D].Beijing:Tsinghua University,1990.
[19]GAMBAROVA P G,ROSATI G P.Bond and Splitting in Reinforced Concrete:Test Results on Bar Pull-out[J].Materials and Structures,1996,29(5):267-276.
[20]ACHILLIDES Z,PILAKOUTAS K,WALDRON P.Bond Behavior of FRP Rebar Splices[C]//TAERWE L.Non-metallic(FRP)Reinforcement for Concrete Structures.London:Spon Press,1997:405-412.
[21]任 伟,贺拴海,栾好发.片材-混凝土界面粘贴性能试验[J].长安大学学报:自然科学版,2009,29(2):60-64. REN Wei, HE Shuan-hai, LUAN Hao-fa.Test on Bonding Performance of Sheet-concrete Interface[J].Journal of Chang'an University:Natural Science Edition,2009,29(2):60-64.
[22]尧云涛,肖汝诚.考虑空间效应的钢-混凝土组合梁单元研究[J].中国公路学报,2008,21(3):53-56,90. YAO Yun-tao,XIAO Ru-cheng.Research on Segment Element of Steel-concrete Composite Slab Beam Considering Spatial Effect[J].China Journal of Highway and Transport,2008,21(3):53-56,90.
[23]刘寒冰,马 辉,刘天明,等.竖向集中荷载作用下钢-混凝土组合梁的解析解[J].中国公路学报,2010,23(4):39-44. LIU Han-bing,MA Hui,LIU Tian-ming,et al.Analytical Solution of Steel-concrete Composite Beam Under Vertical Loads[J].China Journal of Highway and Transport,2010,23(4):39-44.
[24]聂建国,张晓光,樊健生.钢-混凝土组合梁加宽混凝土旧桥试验[J].中国公路学报,2010,23(5):35-43. NIE Jian-guo,ZHANG Xiao-guang,FAN Jian-sheng.Experiment on Old Concrete Bridge Widened with Steel-concrete Composite Beams[J].China Journal of Highway and Transport,2010,23(5):35-43.

相似文献/References:

[1]雷 拓,刘伯权,钱 江,等.配置斜向钢筋的高强混凝土扁柱抗震性能研究[J].建筑科学与工程学报,2013,30(03):50.
 LEI Tuo,LIU Bo-quan,QIAN Jiang,et al.Research on Seismic Performance of High-strength Concrete Flat Columns with Diagonal Reinforcements[J].Journal of Architecture and Civil Engineering,2013,30(02):50.
[2]杨 坤,孟 和,赵均海,等.高强箍筋约束高强混凝土柱的轴压比限值研究[J].建筑科学与工程学报,2015,32(02):71.
 YANG Kun,MENG He,ZHAO Jun-hai,et al.Research on Axial Compression Ratio Limits of HSC Columns Confined with High-strength Stirrups[J].Journal of Architecture and Civil Engineering,2015,32(02):71.
[3]洪 雷,马腾龙,王苏岩.湿热环境下预应力CFRP加固高强混凝土的耐久性[J].建筑科学与工程学报,2017,34(01):25.
 HONG Lei,MA Teng-long,WANG Su-yan.Durability of High Strength Concrete Strengthened with Prestressed CFRP Under Wet-thermal Environments[J].Journal of Architecture and Civil Engineering,2017,34(02):25.
[4]王吉忠,刘建伟,杨 柳.CFRP-钢复合管约束型钢高强混凝土短柱的轴压力学性能[J].建筑科学与工程学报,2017,34(02):48.
 WANG Ji-zhong,LIU Jian-wei,YANG Liu.Mechanical Behavior of CFRPsteel Composite Tube Confined Steel High Strength Reinforced Concrete Stub Columns Under Axial Compression[J].Journal of Architecture and Civil Engineering,2017,34(02):48.
[5]黄 靓,郑钟国,鲁懿虬,等.基于试验数据的高强混凝土梁抗剪承载力计算方法Ⅰ.无腹筋梁[J].建筑科学与工程学报,2017,34(05):113.
 HUANG Liang,ZHENG Zhong-guo,LU Yi-qiu,et al.Calculation Method of Shear Capacity of High Strength Concrete Beams Based on Experimental Data Ⅰ.Without Web Reinforcement[J].Journal of Architecture and Civil Engineering,2017,34(02):113.
[6]黄 靓,郑钟国,鲁懿虬,等.基于试验数据的高强混凝土梁抗剪承载力计算方法Ⅱ.有腹筋梁[J].建筑科学与工程学报,2017,34(05):120.
 HUANG Liang,ZHENG Zhong-guo,LU Yi-qiu,et al.Calculation Method of Shear Capacity of High Strength Concrete Beams Based on Experimental Data Ⅱ.With Web Reinforcement[J].Journal of Architecture and Civil Engineering,2017,34(02):120.
[7]余红发,孙伟,麻海燕,等.基于损伤演化方程的混凝土寿命预测方法[J].建筑科学与工程学报,2012,29(01):1.
 YU Hong-fa,SUN Wei,MA Hai-yan,et al.Predicting Method of Concrete Service Life Based on Damage Development Equation[J].Journal of Architecture and Civil Engineering,2012,29(02):1.
[8]洪 雷,太永伟.预应力CFRP加固高强混凝土梁试验[J].建筑科学与工程学报,2018,35(06):66.
 Experiment of Prestressed CFRP Reinforced High Strength Concrete Beams.[J].Journal of Architecture and Civil Engineering,2018,35(02):66.
[9]张国军.高强混凝土框架柱截面尺寸效应的变化规律[J].建筑科学与工程学报,2019,36(05):119.
 ZHANG Guo-jun.Variation Rules of Cross-section Size Effect of High-strength Concrete Frame Column[J].Journal of Architecture and Civil Engineering,2019,36(02):119.

备注/Memo

备注/Memo:
收稿日期:2011-04-05
基金项目:国家高技术研究发展计划(“八六三”计划)项目(2007AA03Z550)
作者简介:赵卫平(1981-),男,河北石家庄人,工学博士研究生,E-mail:weipingzhao163@163.com。
更新日期/Last Update: 2011-06-20