Accuracy of two stress update algorithms for shear-free large deformations paths

Home | About RECERCAT | Contact

Català | Castellano

All of RECERCAT

By Communities &
Collections By Defense Date By Authors By Titles By Subject

This Collection

By Defense Date By Authors By Titles By Subject

Statistics

View Statistics All RECERCAT

My RECERCAT

Other repositories directory

RECERCAT Home > Universitat Politècnica de Catalunya > Documents de recerca > View document

To access the full text documents, please follow this link: http://hdl.handle.net/2117/8462

dc.contributor	Universitat Politècnica de Catalunya. Departament de Matemàtica Aplicada III
dc.contributor	Universitat Politècnica de Catalunya. LACÀN - Mètodes Numèrics en Ciències Aplicades i Enginyeria
dc.contributor.author	Rodríguez Ferran, Antonio
dc.contributor.author	Huerta, Antonio
dc.date	1999-06
dc.identifier.citation	Rodríguez, A.; Huerta, A. Accuracy of two stress update algorithms for shear-free large deformations paths. "Journal of engineering mechanics (ASCE)", Juny 1999, vol. 125, núm. 6, p. 715-717.
dc.identifier.citation	0733-9399
dc.identifier.citation	10.1061/(ASCE)0733-9399(1999)125:6(715)
dc.identifier.uri	http://hdl.handle.net/2117/8462
dc.language.iso	eng
dc.relation	http://cedb.asce.org/cgi/WWWdisplay.cgi?117280
dc.rights	info:eu-repo/semantics/openAccess
dc.subject	Àrees temàtiques de la UPC::Física::Física de l'estat sòlid
dc.subject	Solids--Mechanical properties
dc.subject	Stress, Mechanical
dc.subject	Sòlids -- Propietats mecàniques
dc.subject	Mecànica dels sòlids
dc.title	Accuracy of two stress update algorithms for shear-free large deformations paths
dc.type	info:eu-repo/semantics/submittedVersion
dc.type	info:eu-repo/semantics/article
dc.description.abstract	The behavior of two stress update algorithms for shear-free large deformation paths is analyzed. The first algorithm has a truncation error of order 1. The second algorithm has a truncation error of order 2. As a consequence, the global performance of the second algorithm is clearly superior. However, for the particular case of shear-free deformation paths, the first algorithm correctly predicts null shear stresses, while the second one does not. This behavior was reported in a previous paper for an extension-rotation test. In this note a general shear-free deformation path is considered in full detail.
dc.description.abstract	Peer Reviewed

Show simple item record

All of RECERCAT

This Collection

Statistics

My RECERCAT

Related documents

Other documents of the same author