›› 2006, Vol. 27 ›› Issue (S1): 35-39.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Hyperbolic model for one-dimensional large strain constitutive relations of Jaumann rate-type

DING Zhou-xiang, ZHU He-hua   

  1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China
  • Received:2006-07-20 Published:2006-12-15

Abstract: The exact analytical solution to the constitutive relation of Jaumann rate-type has not yet been found in the magnitudes of stress and strain. The variation of Kirchhoff stress with Green strain for one-dimensional large strain problems was studied using finite-element method. Based on the principle of virtual work, the large strain FEM was formulated in terms of total Lagrangian description. A new hyperbolic model for simulating the large strain constitutive relations was put forward along with the rearrangement method of secant modulus. The results of numerical simulation show that the presented hyperbolic model can fit the large strain constitutive relation nicely. The initial void ratio has considerable influence on the computational large strain constitutive relations.

Key words: constitutive equations of Jaumann rate-type, large strain finite-element method, hyperbolic model, rearrangement method of secant modulus

CLC Number: 

  • TB 115
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
  • [1] YI Jin-xiang, LI Lei, WANG Pei, YANG Guang,. Compaction characteristics of sewage sludge-municipal solid waste mixed landfill [J]. , 2018, 39(S1): 453-460.
    [2] CUI Qiang, CHENG Yong-feng, LU Xian-long, XIE Feng, SUN Fu-tao, . In-situ pull-out test and parametric study of load-displacement model for hole digging foundation in the strong weathered rock mass [J]. Rock and Soil Mechanics, 2018, 39(12): 4597-4604.
    [3] XIAO Jie, QU Wen-jun, ZHU Peng, TIAN Jing-bo,. Experimental study of interface shear behaviors between sand and concrete corroded by sulfuric acid [J]. , 2017, 38(9): 2613-2620.
    [4] YANG Guang-hua , FAN Ze , JIANG Yan , ZHANG Yu-cheng , . A simplified method for calculating settlement of rigid pile composite foundation [J]. , 2015, 36(S1): 76-84.
    [5] LU Xian-long ,QIAN Zeng-zhen ,TONG Rui-ming ,ZHENG Wei-feng,. Uplift field tests and displacement prediction on belled piers in gobi [J]. , 2014, 35(7): 1871-1877.
    [6] LU Xian-long , QIAN Zeng-zhen , CUI Qiang,. Experimental investigation on uplift behavior of belled piers in loess [J]. , 2014, 35(3): 647-652.
    [7] ZHANG Yu,YU Fei,CHEN Shan-xiong,LI Jian. Experimental study of dynamic shear modulus and damping ratio of CAS-1 lunar soil simulant [J]. , 2014, 35(1): 74-82.
    [8] SONG Bing-hui , CHEN Wen-wu , WU Wei-jiang , JIANG yao . Experimental study of large scale direct shear test of sliding zone soil of Suoertou landslide with different moisture contents [J]. , 2012, 33(S2): 77-084.
    [9] LI Peng-yun , CHEN Xiao-guo , ZHANG Feng . Research for load-transfer mechanism of T-shaped rigid pile based on hyperbolic model [J]. , 2012, 33(S1): 223-228.
    [10] LEI Jin-bo,CHEN Cong-xin. Research on load transfer mechanism of composite foundation of rigid pile with cap based on hyperbolic model [J]. , 2010, 31(11): 3385-3391.
    [11] BI Qing-tao, YIN Zong-ze, DING Shu-yun. Characteristics of unsaturated core soil in earth-rock dam under consolidated undrained test [J]. , 2009, 30(5): 1271-1274.
    [12] YING Zhi-min, ZHANG Jie, SHANG Yue-quan. Exponential model for simulating load-displacement curve of anchor rod [J]. , 2005, 26(8): 1331-1334.
    [13] ZHANG Peng, WANG Jian-hua, CHEN Jin-jian. Analysis of tension and displacement of geomembranes placed on landfill slopes [J]. , 2004, 25(5): 789-792.
    Viewed
    Full text


    Abstract

    Cited

      Shared   
      Discussed   
    [1] CUI Kai, CHEN Wen-wu, ZHANG Jing-ke, HAN Wen-feng, LIANG Shou-yun. Relationships between microstructure parameters and wind erosion rate of multivariate layered soil in slope[J]. , 2009, 30(9): 2741 -2746 .
    [2] LI Jia-gui, CHEN Zheng-han, HUANG Xue-feng, LI Jia. In-site test on earth pressure and saturating collapse test for unsaturated loess Q3 on high slope[J]. , 2010, 31(2): 433 -440 .
    [3] TAN Yun-zhi,KONG Ling-wei,GUO Ai-guo,FENG Xin1,WAN Zhi. Discussion on the compaction degree index of subgrade filled with laterite[J]. , 2010, 31(3): 851 -855 .
    [4] HU Ming-jian, WANG Ren, CHEN Zhong-xue, WANG Zhi-bing. Initiation process simulation of debris deposit based on particle flow code[J]. , 2010, 31(S1): 394 -397 .
    [5] ZHANG Jian-xin, LIU Shuang-ju, ZHOU Jia-bin. Analysis of influence of foundation pits excavation unloading by top-down method on engineering structures[J]. , 2010, 31(S2): 218 -223 .
    [6] BAI Bing, LI Chun-feng. Elastoplastic dynamic responses of close parallel metro tunnels to vibration loading[J]. , 2009, 30(1): 123 -128 .
    [7] XUE Yun-liang, LI Shu-lin, LIN Feng, XU Hong-bin. Study of damage constitutive model of SFRC considering effect of damage threshold[J]. , 2009, 30(7): 1987 -1992 .
    [8] LI Guo-yu,YU Wen-bing,MA Wei,QI Ji-lin,JIN Hui-jun,SHENG Yu. Experimental study of characteristics of frost and salt heaves of saline highway foundation soils in seasonally frozen regions in Gansu Province[J]. , 2009, 30(8): 2276 -2280 .
    [9] CUI Su-li,ZHANG Hu-yuan,LIU Ji-sheng,LIANG Jian. Experimental study of swelling deformation for compacted bentonite-sand mixture as buffer material[J]. , 2011, 32(3): 684 -691 .
    [10] ZHANG Jun-hui. Analysis of deformation behavior of expressway widening engineering under different foundation treatments[J]. , 2011, 32(4): 1216 -1222 .