INVESTIGATION OF AN ALGORITHM FOR NONLINEAR AND DYNAMIC PROBLEMS IN SOIL-MACHINE SYSTEMS

被引:6
作者
SHEN, J
KUSHWAHA, RL
机构
[1] Agricultural and Bioresource Engineering Department, University of Saskatchewan, Saskatoon
基金
加拿大自然科学与工程研究理事会;
关键词
FINITE ELEMENT ANALYSIS; NUMERICAL ANALYSIS; SOIL MACHINE INTERACTIONS; FIELD MACHINES;
D O I
10.1016/0168-1699(95)00014-U
中图分类号
S [农业科学];
学科分类号
09 [农学];
摘要
Based on the dynamic, material non-linear and geometric non-linear features in soil-machine interaction, an algorithm for finite element analyses of problems in a soil-machine system was derived. Computation results of 2-D plane strain analyses by the algorithm were compared with the experimental data obtained from triaxial tests at two different axial strain rates, each under four different confining pressures. At the strain rates of 0.00019 s(-1) and 0.113 s(-1), the average R(2) for the cases of different confining pressures are 0.76 and 0.87, respectively.
引用
收藏
页码:51 / 66
页数:16
相关论文
共 14 条
[1]
CHI L, 1993, CAN AGR ENG, V35, P245
[2]
A NONLINEAR 3-D FINITE-ELEMENT ANALYSIS OF SOIL FAILURE WITH TILLAGE TOOLS [J].
CHI, L ;
KUSHWAHA, RL .
JOURNAL OF TERRAMECHANICS, 1990, 27 (04) :343-366
[3]
DUNCAN J. M., 1970, J SOIL MECH FDN DIV, V96, P1629, DOI [10.1061/JSFEAQ.0001458, DOI 10.1061/JSFEAQ.0001458]
[4]
DUNLAP WH, 1971, T ASAE, V14, P601
[5]
KUSHWAHA RL, 1994, 2ND P INT C SOIL DYN
[6]
LIU Y, 1985, P INT C SOIL DYN AUB, V0002, P00338
[7]
PERUMPRAL JV, 1969, ASAE69680 PAP
[8]
POLLOCK D, 1986, T ASAE, V29, P45
[9]
QUN Y, 1988, 2ND P AS PAC C ISTVS, P23
[10]
SHEN J, 1994, ASAE941048 PAP