Assessment of Yield Stress Measurement Methods for Reinforcing Bars

Assessment of Yield Stress Measurement Methods for Reinforcing Bars

The analytical assessment of the currently available methodologies for measuring yield-stress of non-prestressed steel reinforcement for concrete.

• Grant Details

  Project

  Assessment of Yield Stress Measurement Methods for Reinforcing Bars

  Grantee

  Wiss, Janney, Elstner Associates, Inc.

  Category

  Concrete

  Subcategory

  High-Strength Rebar

  Grant #

  04-13

  Award Amount

  $0

  Grant Period

  Aug 2013 - Oct 2013

  Grant Status

  Complete

  Principal Investigators

  Conrad Paulson

  Industry Champions

  ACI Committee 318-B, David Darwin - University of Kansas

• Resources / Downloads

  • Yield Strength Determination of gradually-yielding non-prestressed Steel Reinforcement (GR60, GR80), 2013
  • Brief Historical Overview of Yield Strength Determination in ACI 318
  • Yield Method: 0.2% Offset Ahead

• Related Research

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  • 01-19 Foundation Mats with High Strength Steel Reinforcement
  • 05-18 Development of Large High-Strength Headed Reinforcing Bars
  • 03-17 Reinforced Concrete Coupling Beams with High-Strength Steel Bars
  • 02-17 Development and Splice Lengths for High-Strength Reinforcement
  • 03-16 Acceptable Elongations and Low-Cycle Fatigue Performance for High-Strength Reinforcing Bars
  • 02-16 Low-Cycle Fatigue Criteria for the Seismic Design of Concrete Structures with High Strength Reinforcing Steel
  • 01-15 Setting Bar-Bending Requirements for High-Strength Steel Bars
  • 06-14 High-Strength Steel Bars in Reinforced Concrete Walls: Influence of Mechanical Properties of Steel on Deformation Capacity
  • 04-14 Performance Characterization of Beams with High-Strength Reinforcement
  • 03-14 Development of Tentative Specification for High-Strength Steel Reinforcing Bar
  • 05-13 The Development Of A Roadmap On The Use Of High- Strength Reinforcement In Reinforced Concrete Design
  • 01-13 The Impact of High-Strength Reinforcing Steel on Current Design Practice
  • 08-11 Anchorage of High-Strength Reinforcing Bars