工程力学 ›› 2013, Vol. 30 ›› Issue (4): 59-67.doi: 10.6052/j.issn.1000-4750.2011.07.0420

• 土木工程学科 • 上一篇    下一篇

ABAQUS中混凝土本构模型用于模拟结构静力行为的比较研究

聂建国1,2,王宇航1,2   

  1. 1. 清华大学土木工程系,北京 100084;2. 土木工程安全与耐久教育部重点实验室,北京 100084
  • 收稿日期:2013-04-25 修回日期:2013-04-25 出版日期:2013-04-25 发布日期:2013-04-25
  • 通讯作者: 王宇航(1985―),男,重庆人,博士生,从事组合结构研究(E-mail: wangyh04@mails.tsinghua.edu.cn).
  • 作者简介:聂建国(1958―),男,湖南衡阳人,教授,博士,博导,从事组合结构研究(E-mail: niejg@mail.tsinghua.edu.cn).
  • 基金资助:

    国家自然科学基金项目(19672016)

COMPARISON STUDY OF CONSTITUTIVE MODEL OF CONCRETE IN ABAQUS FOR STATIC ANALYSIS OF STRUCTURES

NIE Jian-guo1,2,WANG Yu-hang1,2   

  1. 1. Department of Civil Engineering, Tsinghua University, Beijing 100084, China;2. Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Beijing 100084, China
  • Received:2013-04-25 Revised:2013-04-25 Online:2013-04-25 Published:2013-04-25

摘要:

对大型通用有限元程序ABAQUS中的混凝土弥散开裂模型和塑性损伤模型进行了详细的介绍,包括单轴应力-应变关系、裂缝模型、屈服准则、流动法则和滞回规则等。然后对混凝土本构模型中影响结构构件静力行为的关键因素进行了详细的对比分析,并结合采用不同混凝土模型对钢筋混凝土构件和钢-混凝土组合结构构件的受力行为的模拟结果,指出了分析实际结构构件时不同混凝土材料本构模型的适用情况,可供研究设计参考。

关键词: 混凝土, 本构模型, ABAQUS, 滞回规则, 损伤

Abstract:

The smeared crack and plasticity damage models in general finite element program ABAQUS were detailed introduced, including the uniaxial stress-strain relationship, crack model, yield criterion, flow rules and hysteretic rules. Then comparison and analysis were made on the key factors of concrete constitutive models that have effect on the static mechanical behavior of structural members. The mechanical behavior of reinforced concrete members and steel-concrete composite members under monotonic and cyclic loadings were simulated using various concrete constitutive models, thusly the suitable model could be chosen when analyzing structural members according to the comparison results.

Key words: concrete, constitutive model, ABAQUS, hysteretic, damage

中图分类号: 

  • TU398+.9
[1] 陈力),(方秦),(还毅),(张亚栋). 对ABAQUS 中混凝土弥散开裂模型的静力特性分析[J]. (解放军理工大学学报), 2007,8(5):478―485. Chen li, Fang Qin, Huan Yi, Zhang Yadong. Analysis on static performances of smeared cracking model for concrete in ABAQUS [J]. Journal of PLA University of Science and Technology,2007,8(5): 478―485. (in Chinese
[2] 张劲),(王庆扬),(胡守营),(王传甲). ABAQUS 混凝土损伤塑性模型参数验证[J]. (建筑结构), 2008,38(8):127―130. Zhang Jin, Wang Qingyang, Hu Shouying, Wang Chuanjia. Parameters verification of concrete damaged plastic model of ABAQUS [J]. Building Structure,2008,38(8): 127―130. (in Chinese
[3] 周小军). ABAQUS中弥散裂缝模型与损伤塑性模型的比较[J]. (福建建筑), 2010,143(5):49―50. Zhou Xiaojun. The comparison of smeared crack model and concrete damaged plasticity model in ABAQUS [J]. Fujian Architecture &Construction,2010,143(5): 49―50. (in Chinese
[4] Hibbitt, Karlsson, Sorensen. ABAQUS/Standard User Subroutines Reference Manual [M]. USA: The Pennsylvania State University, 1998:1―200.
[5] 叶列平)混凝土结构[M]. 北京: 清华大学出版社, 2005: 102―199. Ye Lieping. Concrete structures [M]. Beijing: Tsinghua University Press, 2005: 102―199. (in Chinese
[6] Model Code 90, CEB-FIP [S]. Lausanne: Mai, 1993.
[7] 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, 2005: 239―281. Jiang Jianjing, Lu Xinzheng, Ye Lieping. Finite element analysis of concrete structures [M]. Beijing: Tsinghua University Press, 2005: 239―281. (in Chinese
[8] 吴建营),(李杰). 混凝土的连续损伤模型和弥散裂缝模型[J]. (同济大学学报(自然科学版), 2004,32(10):1428―1432. Wu Jianying, Li Jie. Continuum damage mechanics model and smeared-crack model for concrete [J]. Journal of Tongji University (Natural Science),2004,32(10): 1428―1432. (in Chinese
[9] Lubliner J, Oliver J, Oller S, Onate E. A plastic-damage model for concrete [J]. International Journal of Solids and Structures, 1989,25(3):299―326.
[10] Lee J, Fenves G L. Plastic-damage model for cyclic loading of concrete structures [J]. Journal of Engineering Mechanics Division-ASCE, 1998,124(8):892―900.
[11] Kachanov L M. Rupture time under creep conditions [J]. International Journal of Fracture, 1999,97(1/2/3/4):11―18.
[12] Belarbi A, Hsu T T C. Constitutive laws of softened concrete in biaxial tension-compression [J]. ACI Structural Journal, 1995,92(5):562―573.
[13] Mohamad Mansour, Lee Jung-Yoon, Hsu Thomas T C. Cyclic stress-strain curves of concrete and steel bars in membrane elements [J]. Journal of Structural Engineering, 2001,127(12):1402―1411.
[14] 聂建国),(赵洁). 钢板-混凝土组合简支梁的试验研究 [J]. (土木工程学报), 2008,41(12):28―34. Nie Jianguo, Zhao Jie. Experimental study on simply supported steel plate-concrete composite beams [J]. China Civil Engineering Journal,2008,41(12): 28―34. (in Chinese
[15] 聂建国),(李法雄),(樊健生),(张晓光),(刁谡). 不同翼板形式组合梁受弯性能试验研究[J]. (公路交通科技), 2009,26(10):53―58. Nie Jianguo, Li Faxiong, Fan Jiansheng, Zhang Xiaoguang, Diao Su. Experiment study on the bending capacity of composite beams with different styles of concrete flange [J]. Journal of Highway and Transportation Research and Development,2009,26(10): 53―58. (in Chinese
[16] 聂建国),(余洲亮),(叶清华). 钢-混凝土叠合板组合梁抗震性能的试验研究[J]. (清华大学学报(自然科学版), 1998,38(10):35―37. Nie Jianguo, Yu Zhouliang, Ye Qinghua. Seismic behavior of composite steel-concrete beams [J]. Journal of Tsinghua University (Science and Technology),1998,38(10): 35―37. (in Chinese
[17] 聂建国),(王宇航). 基于ABAQUS的钢-混凝土组合结构纤维梁模型的开发及应用[J]. (工程力学), 2012(1):70―80. Nie Jianguo, Wang Yuhang. Development and application of steel-concrete composite fiber beam model based on abaqus [J]. Engineering Mechanics, 2012(1): 70―80. (in Chinese
[18] Vecchio F J, Collins M P. The modified compression-field theory for reinforced concrete elements subjected to shear [J]. ACI Structural Journal, 1986,83(2):219―231.
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