Vol. 2, No. 9, 2007

Download this article
Download this article For screen
For printing
Recent Issues

Volume 12, 1 issue

Volume 11, 5 issues

Volume 10, 5 issues

Volume 9, 5 issues

Volume 8, 8 issues

Volume 7, 10 issues

Volume 6, 9 issues

Volume 5, 6 issues

Volume 4, 10 issues

Volume 3, 10 issues

Volume 2, 10 issues

Volume 1, 8 issues

The Journal
Editorial Board
Editors’ Addresses
Research Statement
Scientific Advantage
Submission Guidelines
Submission Form
Author Index
To Appear
ISSN: 1559-3959
Plastic hinges as phase transitions in strain softening beams

Gianni Royer-Carfagni and Giovanni Buratti

Vol. 2 (2007), No. 9, 1677–1699

A jump between the upper yield point and lower yield point is well evident in strain driven tests on low-carbon steel bars. However, in the constitutive equations commonly used to model the elastic-plastic flexure of beams this jump is usually neglected. Here, we show instead that such jump, albeit small, may drastically vary the structural response, because it renders the moment-curvature relationship of the beam strain-softening in type and with horizontal asymptotes. Because of this, with a process analogous to a phase transition within the solid state itself, strain may suddenly localize in the form of concentrated rotations of the beam axis, indeed forming a plastic hinge in the classical sense of limit analysis. Therefore, the formation of plastic hinges, usually indicated as an approximate or technical model, is now rigorously predicted by this approach. Experimental observations corroborate this finding.

limit analysis, phase transition, strain localization, plastic hinge, nonconvex minimization, holonomic plasticity
Received: 19 July 2006
Accepted: 13 February 2007
Published: 1 November 2007
Gianni Royer-Carfagni
Dipartimento di Ingegneria Civile, dell’Ambiente, del Territorio e Architettura
Università di Parma
Parco Area delle Scienze 181/A
I 43100 Parma
Giovanni Buratti
I.T.C.G. Campedelli
Castelnuovo di Garfagnana
Dipartimento di Ingegneria Strutturale
Università di Pisa
56126 Pisa