ACI PRC-408.2 : 2012
Current
The latest, up-to-date edition.
REPORT ON BOND OF STEEL REINFORCING BARS UNDER CYCLIC LOADS
Hardcopy , PDF
English
01-09-2012
Chapter 1 - Introduction and scope
Chapter 2 - Notation and definitions
Chapter 3 - Bond and anchorage
Chapter 4 - Bond behavior under cyclic loads
Chapter 5 - Anchorage under high-cycle fatigue
Chapter 6 - Anchorage under low-cycle loading
Chapter 7 - Analytical bond models
Chapter 8 - Design and analysis approaches
Chapter 9 - Conclusions and recommendations
Chapter 10 - References
Evaluates research on bond strength and behavior of steel reinforcing bars under cyclic loads. Provides a background to bond problems, discusses the main variables affecting bond performance, and describes bond behavior under cyclic loads. Two general types of cyclic loads are addressed: high-cycle (fatigue) and low-cycle (earthquake and similar).
Committee |
408
|
DocumentType |
Standard
|
Pages |
35
|
PublisherName |
American Concrete Institute
|
Status |
Current
|
Supersedes |
ACI 349M : 2013 | CODE REQUIREMENTS FOR NUCLEAR SAFETY-RELATED CONCRETE STRUCTURES AND COMMENTARY |
ACI 215R : 1992(R1997) | CONSIDERATIONS FOR DESIGN OF CONCRETE STRUCTURES SUBJECTED TO FATIGUE LOADING |
ASTM A 615/A615M : 2016-03 | SPECIFICATION FOR DEFORMED AND PLAIN CARBON-STEEL BARS FOR CONCRETE REINFORCEMENT |
ACI 352.1R : 2011 | GUIDE FOR DESIGN OF SLAB-COLUMN CONNECTIONS IN MONOLITHIC CONCRETE STRUCTURES |
ACI 318 : 2014 | BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY |
AASHTO HBI : 97 INTERIM 02 | REVISIONS TO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES |
ACI 363R : 2010 | REPORT ON HIGH-STRENGTH CONCRETE |
BS EN 1998-1 : 2004 | EUROCODE 8: DESIGN OF STRUCTURES FOR EARTHQUAKE RESISTANCE - PART 1: GENERAL RULES, SEISMIC ACTIONS AND RULES FOR BUILDINGS |
ACI 352R : 2002 | RECOMMENDATIONS FOR DESIGN OF BEAM-COLUMN JOINTS IN MONOLITHIC REINFORCED CONCRETE STRUCTURES |
ACI 408R : 2003 | BOND AND DEVELOPMENT OF STRAIGHT REINFORCING BARS IN TENSION |
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