Sensitivity analysis of elastoplastic structures by using explicit integration method

Applied Mechanics Reviews

Volumn 50, Issue 11, 1997, Pages S156-S161

  Ohsaki, Makoto ^a  

^a KYOTO UNIVERSITY   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

ALGORITHMS; DIFFERENTIAL EQUATIONS; DYNAMIC RESPONSE; ELASTOPLASTICITY; FINITE DIFFERENCE METHOD; FINITE ELEMENT METHOD; INTEGRATION; MATHEMATICAL MODELS; SENSITIVITY ANALYSIS; STRUCTURAL LOADS;

ELASTOPLASTIC STRUCTURES;

STRUCTURAL ANALYSIS;

EID: 0031276951     PISSN: 00036900     EISSN: None     Source Type: Journal    
DOI: 10.1115/1.3101828     Document Type: Article

References (12)

1. Tsay JJ, and Arora JS (1990). Nonlinear structural design sensitivity analysis for path dependent problems, Part 1: General theory, Comp. Meth. Appl. Mech. Engng. 81 183-228.
2. Kaneko I., and Maier G (1981). Optimal design of plastic structures under displacement constraints, Comp. Meth. Appl. Mech. Engng. 27 369-391.
3. Bendspe MP, and Sokolowski J (1987). Sensitivity analysis and optimization of elastic-plastic structures, Engineering Optimization 11 31-38.
4. Tsay J J, and Arora JS (1989). Optimum design of nonlinear structures with path dependent response, Structural Optimization 1 203-213.
5. Vidal CA, Lee HS, and Haber RB (1991). The consistent tangent operator for design sensitivity analysis of history-dependent response, Comp. Systems in Engng. 2 509-523.
6. Lee TH, and Arora JS (1995). A computational method for design sensitivity analysis of elastoplastic structures, Comp. Meth. Appl. Mech. Engng. 122 27-50.
7. Zhang Y, and Kiureghian AD (1993). Dynamic response sensitivity of inelastic structures, Comp. Meth. Appl. Mech. Engng. 108 23-36.
8. Kleiber M, (1993). Shape and non-shape structural sensitivity analysis for problems with any material and kinematic non-linearity, Comp. Meth. Appl. Mech. Engng. 108 73-97.
9. Ohsaki M, and Arora JS (1994). Design sensitivity analysis of elasto-plastic structures, Int. J. Numer. Meth. Engng. 37 737-762.
10. Ohsaki M, and Uetani K (1995). Design sensitivity analysis of elasto-plastic trusses using the incremental perturbation method, in Japanese, J. Struct. Constr. Eng., AIJ 477 49-56.
11. Yokoo Y, Nakamura T, and Uetani K (1976). The incremental perturbation method for large displacement analysis of elastic-plastic structures, Int. J. Num. Meth. Engng. 10 503-525.
12. Arora JS, and Dutta A (1997). Explicit and implicit methods for design sensitivity analysis of nonlinear structures under dynamic loads, Applied Mechanics in the Americas, Proc. 5th Pan American Congress of Applied Mechanics 5 The university of Iowa, Iowa City, IA, 304-306.