posted on 2017-12-06, 00:00authored byManicka Dhanasekar, Shengxiang Jia
Nonlinear response of structures is commonly predicted from the experimentally evaluated elastoplastic material parameter dataset. This paper presents an inverse approach for the identification of plastic constitutive parameters from the response of structures obtained from the finite element method coupled with genetic algorithm. Behaviour of a slab containing centrally located fillet curved notch subjected to cyclic bending is used for the evaluation of the plastic properties and the hysteretic stress-strain curves obtained from the evaluation are in good agreement with the original curves. The approach could be used in developing constitutive relations for materials under complex 3D states of stress by judiciously designing an experimental setup involving complex shapes of structures with simple load application, which will significantly reduce the costs of generating complex 3D loading on simple shapes of specimens as traditionally followed. The material parameters obtained are more realistic as they account for the true status of the structures.
Funding
Category 1 - Australian Competitive Grants (this includes ARC, NHMRC)
History
Start Page
975
End Page
980
Number of Pages
6
Start Date
2006-01-01
ISBN-10
0415426928
ISBN-13
9780415426923
Location
Christchurch, N.Z.
Publisher
Taylor & Francis
Place of Publication
London
Peer Reviewed
Yes
Open Access
No
External Author Affiliations
Centre for Railway Engineering; TBA Research Institute;
Era Eligible
Yes
Name of Conference
Australasian Conference on the Mechanics of Structures and Materials