The role of residual stresses in the performance and durability of prestressing steel wires


Autoria(s): Atienza Riera, José Miguel; Ruiz Hervías, Jesús; Elices Calafat, Manuel
Data(s)

01/09/2012

Resumo

Residual stresses developed during wire drawing influence the mechanical behavior and durability of steel wires used for prestressed concrete structures, particularly the shape of the stress–strain curve, stress relaxation losses, fatigue life, and environmental cracking susceptibility. The availability of general purpose finite element analysis tools and powerful diffraction techniques (X-rays and neutrons) has made it possible to predict and measure accurately residual stress fields in cold-drawn steel wires. Work carried out in this field in the past decade, shows the prospects and limitations of residual stress measurement, how the stress relaxation losses and environmentally-assisted cracking are correlated with the profile of residual stresses and how the performance of steel wires can be improved by modifying such a stress profile

Formato

application/pdf

Identificador

http://oa.upm.es/16427/

Idioma(s)

eng

Publicador

E.T.S.I. Caminos, Canales y Puertos (UPM)

Relação

http://oa.upm.es/16427/1/INVE_MEM_2012_133657.pdf

http://link.springer.com/article/10.1007/s11340-012-9597-1

Direitos

http://creativecommons.org/licenses/by-nc-nd/3.0/es/

info:eu-repo/semantics/openAccess

Fonte

Experimental Mechanics, ISSN 0014-4851, 2012-09, Vol. 52, No. 7

Palavras-Chave #Materiales
Tipo

info:eu-repo/semantics/article

Artículo

PeerReviewed