Citation: | Gan Hong. Numerical Analysis of theLarge Deflection of an Elastic-Plastic Beam[J]. Applied Mathematics and Mechanics, 2000, 21(6): 633-639. |
[1] |
Frish-Fay R.Flexible Bars[M].Washington,D C:Butterworth,1962.
|
[2] |
Wang C Y,Watson L T.On the large deformations of C-shaped springs[J].Int J Mech Sci,1980,22(7):395~400.
|
[3] |
Wang C Y.Folding of elastica,similarity solutions[J].J Appl Mech,1981,48(1):199~200.
|
[4] |
Wang C Y,Watson L T.The elastic catenary[J].Int J Mech Sci,1982,24(6):349~357.
|
[5] |
朱菊芬,周承芳,吕和祥.一般杆系结构的非线性数值分析[J].应用数学和力学,1987,8(12):1099~1109.
|
[6] |
刘正兴.基于增量变分原理的柔性梁与柔韧板单元[J].计算结构力学及其应用,1984,1(4):49~59.
|
[7] |
干洪,张伟林.柔性梁的非线性有限元数值分析[J].安徽建筑工业学院学报,1993,1(2):68~73.
|
[8] |
Owen D R J,Hinton E.Finite Elements in Plasticity[M].Swansea U K:Pineridge Press Ltd,1980:121~153.
|
[9] |
伍小强,余同希.悬臂梁弹塑性大挠度全过程的分析,力学学报,1986,18(6):516~527.
|
[10] |
吕和祥,蒋和洋.非线性有限元[M].北京:化学工业出版社,1992,308~327.
|