Source Journal for Chinese Scientific and Technical Papers
Core Journal of RCCSE
Included in JST China
Included in the Hierarchical Directory of High-quality Technical Journals in Architecture Science Field
Volume 34 Issue 5
Dec.  2014
Turn off MathJax
Article Contents
Diao Xuedong, Diao Bo, Ye Yinghua, Liu Liqu, Guo Chong. EFFECTS ON REINFORCED CONCRETE SECTION ANALYSIS WITH CONSTITUTIVE RELATIONS FROM CHINA CODE AND CEB MODEL CODE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(5): 70-72. doi: 10.13204/j.gyjz200405022
Citation: Diao Xuedong, Diao Bo, Ye Yinghua, Liu Liqu, Guo Chong. EFFECTS ON REINFORCED CONCRETE SECTION ANALYSIS WITH CONSTITUTIVE RELATIONS FROM CHINA CODE AND CEB MODEL CODE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(5): 70-72. doi: 10.13204/j.gyjz200405022

EFFECTS ON REINFORCED CONCRETE SECTION ANALYSIS WITH CONSTITUTIVE RELATIONS FROM CHINA CODE AND CEB MODEL CODE

doi: 10.13204/j.gyjz200405022
  • Received Date: 2003-06-24
  • Publish Date: 2004-05-20
  • Reinforced concrete arbitrary cross-sections are analyzed with concrete constitutive relations of China code and CEB model code.The cross-sections are analyzed under the action of biaxial bending and compression.The differences of ultimade bearing capacities analyzed with two constitutive relations are small.The ascendant segments of moment-curvature diagram are nearly overlapped.There are some differences in the descendant segments of the diagrams.The analyzed ultimate bearing capacity are corresponding well with experiment data.
  • loading
  • Rotter J M.Rapid Exact Inelastic Biaxial Bending Analysis.ASCE,Journal of Structural Engineering,1985,117(12):2659~2674
    [2] Yen J Y R.Quasi-Newton Method for Reinforced Concrete ColumnAnalysis and Design.ASCE,Journal of Structural Engineering,1991,117(3)
    [3] Hsu C T T.Reinforced Concrete Members Subject to Combined Biaxial Bending and Tension.ACI Structural Journal,1986(1~2)
    [4] Kwan K H,Liauw T C.Computerized Ultimate Strength Analysis of Reinforced Concrete Sections Subjected to Axial Compression and Biaxial Bending.Computers Structures,1985,21(6):1119~1127
    [5] Noury S I A,Chen W F.Behavior and Design of Reinforced and CompositeConcrete Sections.ASCE,Journal of the Structural Division,1982,108(6):1266~1284
    [6] Sparowitz L.Computer Algorithmen.Magzine fuer Besta,1989,10(1)
    [7] Jaritz G.Ein Beitrag zum Nichtlinearen Biegetrag-Verhalten von Stahlbetonstabwerken.Bauingenieur,1988,64(2):111
    [8] Yau CY,Chan S L.So A K W.Biaxial Bending Design of Arbitrarily Shaped Reinforced Concrete Column.ACI Structural Journal,1993(5~6):269~278
    [9] 叶英华,刁波.任意截面钢筋混凝土柱非线性全过程分析.哈尔滨建筑大学学报,1995,28(5):12
    [10] Zak M L.Computer Analysis of Reinforced Concrete Section under Biaxial Bending and Longitudinal Loading.ACI Structural Journal,1993(3~14):163~169
    [11] Ye Yinghua,Diao Bo.Nonlinear Analysis of Concrete Structures.哈尔滨:哈尔滨工业大学出版社,1996
    [12] Diao Bo,Ye Yinghua.Computer Analysis of Arbitrary Reinforced Concrete CrossSection under Bieccentric Load.Progress in Natural Science,2000,10(4):302
    [13] GB 50010-2002 混凝土结构设计规范
    [14] CEB-FIP Model Code 1990,Final Draft,Comite EURO-International du beton,Bulletin dInformation(Lausanne),1991
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (93) PDF downloads(115) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return