Behaviour of steel prestressing wires under extreme conditions of strain rate and temperature


Autoria(s): Galvez Diaz-Rubio, Francisco; Atienza Riera, José Miguel; Elices Calafat, Manuel
Data(s)

01/12/2011

Resumo

The purpose of this paper is to provide information on the behaviour of steel prestressing wires under likely conditions that could be expected during a fire or impact loads. Four loadings were investigated: a) the influence of strain rate – from 10–3 to 600 s–1 – at room temperature, b) the influence of temperature – from 24 to 600 °C – at low strain rate, c) the influence of the joint effect of strain rate and temperature, and d) damage after three plausible fire scenarios. At room temperature it was found that using “static” values is a safe option. At high temperatures our results are in agreement with design codes. Regarding the joint effect of temperature and strain rate, mechanical properties decrease with increasing temperature, although for a given temperature, yield stress and tensile strength increase with strain rate. The data provided can be used profitably to model the mechanical behaviour of steel wires under different scenarios.

Formato

application/pdf

Identificador

http://oa.upm.es/12389/

Idioma(s)

eng

Publicador

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

Relação

http://oa.upm.es/12389/2/INVE_MEM_2011_112872.pdf

http://onlinelibrary.wiley.com/doi/10.1002/suco.201100030/abstract

info:eu-repo/semantics/altIdentifier/doi/10.1002/suco.201100030

Direitos

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

info:eu-repo/semantics/openAccess

Fonte

Structural Concrete, ISSN 1751-7648, 2011-12, Vol. 12, No. 4

Palavras-Chave #Ingeniería Civil y de la Construcción #Materiales
Tipo

info:eu-repo/semantics/article

Artículo

PeerReviewed