Design of Concrete Structures Using High-Strength Steel Reinforcement
TRB’s National Cooperative Highway Research Program (NCHRP) Report 679: Design of Concrete Structures Using High-Strength Steel Reinforcement evaulates the existing American Association of State Highway and Transportation Officials (AASHTO) Load and Resistance Factor Design (LRFD) Bridge Design Specifications relevant to the use of high-strength reinforcing steel and other grades of reinforcing steel having no discernible yield plateau.
The report also includes recommended language to the AASHTO LRFD Bridge Design Specifications that will permit the use of high-strength reinforcing steel with specified yield strengths not greater than 100 ksi.
The Appendixes to NCHRP Report 679 were published online and include the following:
—Flexural Resistance of Members with Reinforcing Bars Lacking Well- Defined Yield Plateau
—Strain Limits for Tension-Controlled/Compression-Controlled and Strains to Allow Negative Moment Redistribution
—Flexure Beam Tests
—Fatigue of High-Strength Reinforcing Steel
—Shear Beam Tests
—Analytical Studies of Columns
—Beam Splice Tests
—Proposed Changes to Section 5 of the AASHTO LRFD Specification
—2010 AASHTO Bridge Committee Agenda Item
This Summary Last Modified On: 3/23/2016