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

Abstract 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 DIC 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 DIC 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.

[1]  Philip J. Withers,et al.  High-temperature strain field measurement using digital image correlation , 2009 .

[2]  E. Lavernia,et al.  Influence of specimen dimensions and strain measurement methods on tensile stress–strain curves , 2009 .

[3]  Y. Ling,et al.  Uniaxial True Stress-Strain after Necking , 2004 .

[4]  Yong Xia,et al.  High-temperature digital image correlation method for full-field deformation measurement at 1200 °C , 2010 .

[5]  T Harmathy,et al.  Elevated-Temperature Tensile and Creep Properties of Some Structural and Prestressing Steels , 1970 .

[6]  T. Z. Harmathy A Comprehensive Creep Model , 1967 .

[7]  M. Sauzay,et al.  Mechanical and microstructural stability of P92 steel under uniaxial tension at high temperature , 2010 .

[8]  J. Jeschke,et al.  Critical strains and necking phenomena for different steel sheet specimens under uniaxial loading , 2011 .

[9]  Luke Bisby,et al.  Unbonded post tensioned concrete in fire: A review of data from furnace tests and real fires , 2011 .

[10]  Luke Bisby,et al.  Fire Induced Transient Creep Causing Stress Relaxation and Tendon Rupture in Unbonded Post-Tensioned Structures: Experiments and Modeling , 2010 .

[11]  W. A. Take,et al.  Strain localisations in FRP-confined concrete: new insights , 2009 .

[12]  S. Holdsworth Advances in the assessment of creep data during the past 100 years , 2010 .

[13]  B. Wilshire,et al.  Damage evolution during creep of steels , 2008 .

[14]  Jörg Lange,et al.  Constitutive Equations and Empirical Creep Law of Structural Steel S460 at High Temperatures , 2011 .

[15]  Luke Bisby,et al.  Transient high-temperature stress relaxation of prestressing tendons in unbonded construction , 2009 .

[16]  Ingo Scheider,et al.  Procedure for the Determination of True Stress-Strain Curves From Tensile Tests With Rectangular Cross-Section Specimens , 2004 .

[17]  M. Bache,et al.  25 Year Perspective Recent developments in analysis of high temperature creep and creep fracture behaviour , 2010 .

[18]  G. Williams-leir,et al.  Creep of structural steel in fire: Analytical expressions , 1983 .

[19]  Luke Bisby,et al.  Unbonded Post Tensioned Concrete Slabs in Fire - Part I - Experimental Response of Unbonded Tendons under Transient Localized Heating , 2011 .

[20]  W. A. Take,et al.  Soil deformation measurement using particle image velocimetry (PIV) and photogrammetry , 2003 .

[21]  John Purkiss,et al.  Fire Safety Engineering Design of Structures , 1996 .

[22]  J Johan Maljaars,et al.  Constitutive Model for Aluminum Alloys Exposed to Fire Conditions , 2008 .