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

Author(s):


Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 4, v. 12
Page(s): 255-261
DOI: 10.1002/suco.201100030
Abstract:

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.

Keywords:
prestressing steel high strain rate high temperature impact loads
Available from: Refer to publisher
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1002/suco.201100030.
  • About this
    data sheet
  • Reference-ID
    10066318
  • Published on:
    08/05/2012
  • Last updated on:
    13/08/2014
 
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