Cao Shuangyin, Zu Bolong, Niuhong. NONLINEAR ANALYSIS OF ECCENTRICALLY LOADED REINFORCED COMPONENT CONSIDERING THE EFFECT OF CREEP[J]. Engineering Mechanics, 1989, 6(2): 26-34.
Citation: Cao Shuangyin, Zu Bolong, Niuhong. NONLINEAR ANALYSIS OF ECCENTRICALLY LOADED REINFORCED COMPONENT CONSIDERING THE EFFECT OF CREEP[J]. Engineering Mechanics, 1989, 6(2): 26-34.

NONLINEAR ANALYSIS OF ECCENTRICALLY LOADED REINFORCED COMPONENT CONSIDERING THE EFFECT OF CREEP

More Information
  • Received Date: March 31, 1987
  • Revised Date: December 31, 1899
  • In this paper, the developing process of deformation and stress in eccentrically loaded reinforced concrete columns under sustained load is described. A new nonlinear creep model for concrete is given based on the experimental results. A step-by-step method is used to analyse the deformation, stress and their redistribution by computers. In the analysis, the nonlinear property and second moment effects of slender columns as well as the redistribution of stress and strain are taken into accounted. The error between the experimental and the calculated results is tolerable.
  • Related Articles

    [1]LI Jing, JIANG Xiu-gen, WANG Hong-zhi, LUO Shuang, XIA Wen-zhong, LI Xiao. ANALYTICAL ELEMENT FOR TIMOSHENKO BEAM ON ELASTIC FOUNDATION[J]. Engineering Mechanics, 2018, 35(2): 221-229,248. DOI: 10.6052/j.issn.1000-4750.2016.10.0834
    [2]DING Min, LI Xiao, MA Qian, JIANG Xiu-gen. MECHANICAL ANALYSIS OF THE SOLE PLATE OF SEMI-RIGID LIGHT STEEL COLUMN FOOTINGS BASED ON WINKLER MODEL OF ELASTIC FOUNDATION BEAMS[J]. Engineering Mechanics, 2014, 31(5): 158-165. DOI: 10.6052/j.issn.1000-4750.2012.12.0930
    [3]SUN Yun, CAI Ke-jian. ANALYSIS OF ELASTIC FOUNDATION-BEAM FOR THE DEEP-SEATED CONCRETE SLAB[J]. Engineering Mechanics, 2012, 29(增刊I): 35-40. DOI: 10.6052/j.issn.1000-4750.2011.11.S039
    [4]ZHOU Hui, LUO Song-nan, SUN Dan. THE BENDING ANALYSIS OF A BEAM ON ELASTIC FOUNDATION WITH LARGE DEFLECTION INCLUDING THE EFFECTS OF HORIZONTAL FRICTION[J]. Engineering Mechanics, 2011, 28(1): 43-047,.
    [5]ZHAO Ming-hua, MA Bin-hui, ZHANG Ling. FRACTIONAL-STEP CALCULATION METHOD FOR FINITE LENGTH ELASTIC FOUNDATION BEAM CONSIDERING THE EFFECT OF HORIZONTAL FRICTIONAL RESISTANCE[J]. Engineering Mechanics, 2009, 26(9): 16-023.
    [6]PENG Hui-lian, GUO Yi-yuan, WANG Qi. A METHOD FOR SOLVING CONSTRAINED FORCE OF PLANAR MULTI-BODY SYSTEM VIA THE FIRST KIND OF LAGRANGE’S EQUATIONS[J]. Engineering Mechanics, 2008, 25(12): 65-071.
    [7]CHEN Ying, QIAO Pi-zhong. COMPLIANCE ANALYSIS OF 4ENF SPECIMEN USING AN ELASTICALLY SUPPORTED BEAM[J]. Engineering Mechanics, 2008, 25(5): 152-156.
    [8]CHEN Yuan, QIAN Jiang. FUZZY FINITE ELEMENT ANALYSIS OF BEAMS AND PILES ON WINKLER FOUNDATION[J]. Engineering Mechanics, 2004, 21(1): 125-130,.
    [9]Chu Youlin. THE STATIC AND DYNAMIC ANALYSIS OF CONTINOUS BEAM ON CONTINOUS BEAM ON EIASTIC SNPPORTS OR EIASTIC FOUNADTION[J]. Engineering Mechanics, 1987, 4(3): 95-109.
    [10]Jin Kangning. Circular Arch Element on Elastical Ground Considering Both Normal And Tangential Resisting Forces[J]. Engineering Mechanics, 1986, 3(1): 125-133.

Catalog

    Article Metrics

    Article views (636) PDF downloads (268) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return