Design of concrete structures using high-strength steel reinforcement
General Material Designation
[Book]
First Statement of Responsibility
Bahram M. Shahrooz ... [et al.].
.PUBLICATION, DISTRIBUTION, ETC
Place of Publication, Distribution, etc.
Washington, D.C. :
Name of Publisher, Distributor, etc.
Transportation Research Board, National Research Council,
Date of Publication, Distribution, etc.
2011.
PHYSICAL DESCRIPTION
Specific Material Designation and Extent of Item
1 online resource (72 p.) :
Other Physical Details
ill.
SERIES
Series Title
NCHRP report,
Volume Designation
679
ISSN of Series
0077-5614 ;
GENERAL NOTES
Text of Note
"Research sponsored by the American Association of State Highway and Transportation Officials in cooperation with the Federal Highway Administration."
INTERNAL BIBLIOGRAPHIES/INDEXES NOTE
Text of Note
Includes bibliographical references (p. 64-67).
CONTENTS NOTE
Text of Note
Ch. 1. Background -- Ch. 2. Research Program and Findings -- Research Approach -- Mechanical Properties of Reinforcing Steel --- Flexural Reinforcement -- Fatigue Performance of High-Strength Reinforcing Steel -- Shear Reinforcement -- Shear Friction -- Compression Members -- Bond and Anchorage -- Serviceability Considerations -- Ch. 3. Recommendations, Conclusions, and Suggested Research -- Summary of AASHTO LRFD Clauses Having Recommended Changes -- Conclusions -- Recommended Research.
2
SUMMARY OR ABSTRACT
Text of Note
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.
TOPICAL NAME USED AS SUBJECT
Reinforced concrete construction.
Strains and stresses.
Structural design.
reinforcement (engineering)
PERSONAL NAME - ALTERNATIVE RESPONSIBILITY
Shahrooz, Bahram M.
CORPORATE BODY NAME - ALTERNATIVE RESPONSIBILITY
United States., Federal Highway Administration.
American Association of State Highway and Transportation Officials.
Knovel (Firm)
National Cooperative Highway Research Program.
National Research Council (U.S.)., Transportation Research Board.