Argues that the dynamic‐explicit approach has in recent years been successfully applied to the solution of various quasi‐static, elastic‐plastic problems, especially in the metal forming area. A condition for the success has, however, been that the problems have been displacement‐driven. The solution of similar force‐driven problems, using this approach, has been shown to be much more complicated and computationally time consuming because of the difficulties in controlling the unphysical dynamic forces. Describes a project aiming to develop a methodology by which a force‐driven problem can be analysed with similar computational effort as a corresponding displacement‐driven one. To this end an adaptive loading procedure has been developed, in which the loading rate is controlled by a prescribed velocity norm. Presents several examples in order to exhibit the merits of the proposed procedure.
Article navigation
1 March 1996
Research Article|
March 01 1996
Solution of quasi‐static, force‐driven problems by means of a dynamic‐explicit approach and an adaptive loading procedure
Kjell Mattiasson;
Kjell Mattiasson
Chalmers University of Technology, Gothenburg, Sweden
Search for other works by this author on:
Lars Bernspång;
Lars Bernspång
Luleå University, Luleå, Sweden
Search for other works by this author on:
Alf Samuelsson
Alf Samuelsson
Chalmers University of Technology, Gothenburg, Sweden
Search for other works by this author on:
Publisher: Emerald Publishing
Online ISSN: 1758-7077
Print ISSN: 0264-4401
© MCB UP Limited
1996
Engineering Computations (1996) 13 (2-3-4): 172–189.
Citation
Mattiasson K, Bernspång L, Samuelsson A (1996), "Solution of quasi‐static, force‐driven problems by means of a dynamic‐explicit approach and an adaptive loading procedure". Engineering Computations, Vol. 13 No. 2-3-4 pp. 172–189, doi: https://doi.org/10.1108/02644409610114521
Download citation file:
New and popular articles
Suggested Reading
Dynamic‐explicit elastic plastic finite‐element simulation of hemispherical punch‐drawing of sheet metal
Engineering Computations (March,1996)
Finite elastoplastic deformation of membrane shells
Engineering Computations (March,1996)
Tilt displacement of caisson breakwater due to wave loading
Geotechnique (February,2009)
The concept of stored plastic work or frozen elastic energy in soil mechanics
Geotechnique (June,2005)
Related Chapters
Soil behaviour
The Essence of Geotechnical Engineering: 60 years of Géotechnique
A new assessment model for shear in reinforced concrete bridges with short anchorage lengths
Bridge Management 5: Inspection, maintenance, assessment and repair: Proceedings of the 5th International Conference on Bridge Management, organized by the University of Surrey, 11–13 April 2005
Elasticities of Stock Prices in Emerging Markets
The Impact of the Global Financial Crisis on Emerging Financial Markets
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
