New Parameters to Describe High-Temperature Deformation of Prestressing Steel Determined Using Digital Image Correlation

Author:

Gales John Adam1,Bisby Luke Alexander1,Stratford Tim1

Affiliation:

1. Institute for Infrastructure and Environment, University of Edinburgh, Edinburgh EH93JL, UK Contact:

Publisher

Informa UK Limited

Subject

Building and Construction,Civil and Structural Engineering

Reference7 articles.

1. NCSTAR~1A.Final Report on the Collapse of World Trade Center Building 7.National Institute of Standards and Technology: Gaithersburg, MD, 2008.

2. Shipp M, Fraser-Mitchell J, Chitty R, Cullinan R, Crowder D, Clark P.Fire Spread in Car Parks; A Summary of the CLG/BRE Research Programme Findings.BRE Global Limited: Hertfordshire, UK, 2009.

3. Gales J, Bisby L, MacDougall C. Fire induced transient creep causing stress relaxation and tendon rupture in unbonded post-tensioned structures: experiments and modelling. In:Proceedings from the Sixth International Conference on Structures in Fire. 2010; 727–734.

4. Schneider R, Lange J. Constitutive equations and empirical creep law of structural steel S460 at high temperatures. In:Proceedings from the Sixth International Conference on Structures in Fire. 2010; 727–734.

5. Purkiss JA.Fire Safety Engineering: Design of Structures.Butterworth-Heinemann: London, 2008.

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