RECENT PROGRESS IN NONLINEAR FEM-BASED SENSITIVITY ANALYSIS

被引:10
作者
HISADA, T
机构
[1] Univ of Tokyo, Tokyo
关键词
COMPUTATIONAL MECHANICS; FINITE ELEMENT METHOD; NONLINEAR PROBLEM; SENSITIVITY ANALYSIS; PATH-DEPENDENT PROBLEM; BUCKLING ANALYSIS; OPTIMUM DESIGN;
D O I
10.1299/jsmea1993.38.3_301
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
This paper reviews the recent progress in sensitivity analysis applied to the nonlinear finite element method (FEM), The sensitivity analysis method has been successfully developed over the years as a convenient tool for use in linear FEM, and it is reasonable to say that today the framework of the methodology is nearly completed, Nonlinear FEM-based sensitivity analysis, however, has only received considerable research attention since the mid 80's, Regarding static nonlinear problems, path-dependent problems such as elastic-plastic problems have been investigated by a number of research groups, and several competitive methods exist, Sensitivity analysis is also practically important in nonlinear buckling and postbuckling problems, for which several methods have been proposed, The performance of the proposed methods in static and buckling/postbuckling problems are compared, and some numerical examples are introduced to clarify the characteristics of the sensitivity which are peculiar to nonlinear problems.
引用
收藏
页码:301 / 310
页数:10
相关论文
共 40 条
[31]   ACCURATE NUMERICAL-SOLUTIONS FOR ELASTIC-PLASTIC MODELS [J].
SCHREYER, HL ;
KULAK, RF ;
KRAMER, JM .
JOURNAL OF PRESSURE VESSEL TECHNOLOGY-TRANSACTIONS OF THE ASME, 1979, 101 (03) :226-234
[32]   A RETURN MAPPING ALGORITHM FOR PLANE-STRESS ELASTOPLASTICITY [J].
SIMO, JC ;
TAYLOR, RL .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1986, 22 (03) :649-670
[33]   FINITE DEFORMATION POSTBUCKLING ANALYSIS INVOLVING INELASTICITY AND CONTACT CONSTRAINTS [J].
SIMO, JC ;
WRIGGERS, P ;
SCHWEIZERHOF, KH ;
TAYLOR, RL .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1986, 23 (05) :779-800
[34]   NONLINEAR STRUCTURAL DESIGN SENSITIVITY ANALYSIS FOR PATH DEPENDENT PROBLEMS .1. GENERAL-THEORY [J].
TSAY, JJ ;
ARORA, JS .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1990, 81 (02) :183-208
[35]   NONLINEAR STRUCTURAL DESIGN SENSITIVITY ANALYSIS FOR PATH DEPENDENT PROBLEMS .2. ANALYTICAL EXAMPLES [J].
TSAY, JJ ;
CARDOSO, JEB ;
ARORA, JS .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1990, 81 (02) :209-228
[36]  
Vidal C. A., 1991, COMPUT SYSTEMS ENG, V2, P509
[37]   DESIGN SENSITIVITY ANALYSIS FOR RATE-INDEPENDENT ELASTOPLASTICITY [J].
VIDAL, CA ;
HABER, RB .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1993, 107 (03) :393-431
[38]   A QUADRATICALLY CONVERGENT PROCEDURE FOR THE CALCULATION OF STABILITY POINTS IN FINITE-ELEMENT ANALYSIS [J].
WRIGGERS, P ;
WAGNER, W ;
MIEHE, C .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1988, 70 (03) :329-347
[39]  
Wu C, 1988, COMPUT MECH, V3, P129
[40]   DYNAMIC-RESPONSE SENSITIVITY OF INELASTIC STRUCTURES [J].
ZHANG, Y ;
KIUREGHIAN, AD .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1993, 108 (1-2) :23-36