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ACI 408.2-12

Report on Bond of Steel Reinforcing Bars Under Cyclic Loads
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ACI 408.2-12

Report on Bond of Steel Reinforcing Bars Under Cyclic Loads

PUBLISH DATE 2012
ACI 408.2-12
This report summarizes research on bond strength and behavior of steel reinforcing bars under cyclic loads. The report 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). The anchorage behaviors of straight bars, hooked bars, and lap splices are included. Analytical bond models are described, design recommendations are provided for both high- and low-cycle fatigue, and suggestions for further research are given. Keywords: anchorage; bar slip; bond; bond models; cyclic loads; design recommendations; development length; fatigue; hooks; earthquake loads; splices.
SDO ACI: American Concrete Institute
Document Number 408.2
Publication Date Jan. 1, 2012
Language en - English
Page Count 39
Revision Level
Supercedes
Committee
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