Volume 22 Issue 2
Turn off MathJax
Article Contents
Abstract
Related Articles
JIN Wei-liang, YUAN Wei-bin, GAN Gang. EQUIVALENT CONSTITUTIVE RELATIONSHIP FOR CENTRIFUGE CONCRETE-FILLED STEEL TUBULAR[J]. Engineering Mechanics, 2005, 22(2): 110-115.
Citation: JIN Wei-liang, YUAN Wei-bin, GAN Gang. EQUIVALENT CONSTITUTIVE RELATIONSHIP FOR CENTRIFUGE CONCRETE-FILLED STEEL TUBULAR[J]. Engineering Mechanics, 2005, 22(2): 110-115.
shu

EQUIVALENT CONSTITUTIVE RELATIONSHIP FOR CENTRIFUGE CONCRETE-FILLED STEEL TUBULAR

  • Department of Civil Engineering, Zhejiang University, Hangzhou 310027, China;2. Institute of Architectural Design & Research, Zhejiang University, Hangzhou 310027, China

More Information
  • Received Date: March 07, 2003
  • Revised Date: July 10, 2003
    Graphical Abstract
    • Abstract
  • Based on the available theories, centrifuge concrete-filled steel tubular (CCFST) is studied by simplifying it as a kind of composite material. An analytical model for constitutive relationship of CCFST is proposed by using strain energy principle in elastic state and assuming quadratic parabolic stress and strain relationship in the elastoplastic stage. Good agreement is observed between the predictions using the proposed model and the experimental results. The present work has laid down a good foundation for further study of mechanical properties of CCFST and improvement of design methodology.
    • FullText(HTML)
    • References (0)
    • Related Articles

  • Related Articles

    [1]KANG Yuan-shun, ZHANG Wei-wei, LIU Meng-juan, ZENG Xiao-hui. BUCKLING ANALYSIS OF A LARGE X-SUPPORTED STRUCTURE WITH OUT-OF-PLANE BRACES BASED ON NEWTON'S ITERATION[J]. Engineering Mechanics, 2022, 39(S): 286-295. DOI: 10.6052/j.issn.1000-4750.2021.05.S053
    [2]ZHANG Wei-wei, KANG Yuan-shun, CUI Zhe-hua, ZENG Xiao-hui. BUCKLING ANALYSIS AND OPTIMAL DESIGN OF LARGE-SCALE X-BRACE STRUCTURE WITH OUT-OF-PLANE SUPPORT BARS BASED ON ORTHOGONAL TEST METHOD[J]. Engineering Mechanics, 2022, 39(S): 261-271. DOI: 10.6052/j.issn.1000-4750.2021.05.S051
    [3]HOU Gang-ling, WANG Xiao-dong, QIU Ji-jun. A multilevel optimal method and its engineering application for heterotypic space grid structure[J]. Engineering Mechanics, 2018, 35(S1): 188-192,199. DOI: 10.6052/j.issn.1000-4750.2017.05.S037
    [4]LI Hui, LI Qing-wei. STRUCTURAL DESIGN AND OPTIMIZATION OF FEED-SUPPORT TOWERS OF FAST TELESCOPE[J]. Engineering Mechanics, 2017, 34(增刊): 273-281. DOI: 10.6052/j.issn.1000-4750.2016.04.S054
    [5]WU Bo, Lü Wen-long. RESEARCH ON RC FRAME-SHEAR WALL STRUCTURES WITH PARTIAL COLUMNS SLIDING AT UPPER ENDS[J]. Engineering Mechanics, 2012, 29(8): 143-149. DOI: 10.6052/j.issn.1000-4750.2010.09.0669
    [6]FU Rong, YE Kun, LI Shao-jin. INVESTIGATION INTO THE SEISMIC ISOLATION COEFFICIENT OF LRB BASE-ISOLATED STRUCTURES FOR STRUCTURAL DESIGN[J]. Engineering Mechanics, 2012, 29(增刊I): 130-135. DOI: 10.6052/j.issn.1000-4750.2011.11.S027
    [7]ZHANG Ai-lin, YANG Hai-jun, . TOPOLOGY OPTIMIZATION DESIGN OF PRESTRESSED PLANE ENTITY STRUCTURES BASED ON STRAIN ENERGY[J]. Engineering Mechanics, 2008, 25(10): 110-116.
    [8]FAN Zhong. NEW TECHNIQUES OF LARGE-SPAN STRUCTURE DESIGN FOR NATIONAL STADIUM BEIJING[J]. Engineering Mechanics, 2006, 23(增刊Ⅱ): 78-084.
    [9]YI Wei-jian, LIU Xia. GENETIC EVOLUTIONARY STRUCTURAL OPTIMIZATION[J]. Engineering Mechanics, 2004, 21(3): 66-71.
    [10]Li Shn, Feng Taihua, Fan Xuji. SENSITIVITY ANALYSIS WITH REPEATED EIGENVALUES IN STRUCTURAL STATIC PROBLEM[J]. Engineering Mechanics, 1996, 13(4): 97-104.

Catalog

    Get Citation
    PDF
    XML

    Article Metrics

    Article views (935) PDF downloads (279) Cited by()
    Related

    京ICP备18030614号

    Copyright © 《工程力学》编辑部

    Address: North-Star Times Tower, No.8 Beichendong Road, Chaoyang District, Beijing, China China Pos: 100084

    Tel: (010)62788648 Fax: 021-64253812 Email: gclxbjb@tsinghua.edu.cn

    Supported by: Beijing Renhe Information Technology Co.,Ltd.  Baidu Analytics

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return