An algorithmic framework for flexible finite element-based structural modeling

被引:21
作者
Rucki, MD [1 ]
Miller, GR [1 ]
机构
[1] UNIV WASHINGTON,SEATTLE,WA 98195
关键词
D O I
10.1016/0045-7825(96)01094-8
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
A framework is presented that provides new levels of computational flexibility for general finite element-based structural modelling. The approach is based on object-oriented programming methods in which the classes defining the framework represent both traditional and non-traditional finite element modelling abstractions. The framework supports a wide range of algorithmic methods and techniques: degree of freedom- and element-based, iterative and direct algorithms are accommodated for solving linear and non-linear problems in static and dynamic contexts. In order to adapt the solution to factors including the modelling assumptions, the required levels of efficiency and accuracy, and variations in a model in space and over time, algorithms can be selected and changed dynamically, and distinct algorithms can be used in different parts of a model. An evaluation of the framework using various criteria shows that in addition to enabling new kinds of efficiencies, it exhibits performance comparable to traditional implementations in executing fundamental computations.
引用
收藏
页码:363 / 384
页数:22
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