4.2 Article

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

Journal

STRUCTURAL ENGINEERING INTERNATIONAL
Volume 22, Issue 4, Pages 476-486

Publisher

TAYLOR & FRANCIS LTD
DOI: 10.2749/101686612X13363929517730

Keywords

creep strain; prestressing steel; high-temperature creep test; digital image correlation; uniaxial necking; post-tensioned concrete

Funding

  1. Ove Arup Foundation
  2. UK Royal Academy of Engineering
  3. University of Edinburgh
  4. Natural Sciences and Engineering Research Council of Canada
  5. Joint Research Institute for Civil and Environmental Engineering, part of the Edinburgh Research Partnership in Engineering and Mathematics (ERPem)

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This paper describes the results from a series of high-temperature tension tests on prestressing steel under sustained load (creep tests). Both steady-state and transient heating regimes are used. A novel digital image correlation (DIC) technique is evaluated, validated and used to measure tendon deformation during the high-temperature testing. The tests demonstrate that DIG is a reliable method for measuring strain at high temperatures and is not hampered by some of the limitations that prevent the usage of traditional strain measurement techniques at high temperatures and for high strains. It has also been shown that DIG can capture the reduction in cross-sectional area that occurs during necking, which appears to govern the tertiary creep phase. Testing and analysis demonstrate the importance of accurate creep parameters for modelling stress relaxation in heated prestressing steel tendons made from modern prestressing steel; creep parameters available before this work were developed almost 50 years ago and so modern prestressing steel can have very different creep properties. New creep parameters are developed in this paper that considerably improve the accuracy of stress relaxation modelling.

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