Before revision: Anchorage (bond) in concrete: Codes of specifications Because the actual bond stress varies along the length of a bar anchored in a zone of tension, most international codes of specifications ACI Committee 318(2005), American Concrete Institute, Farmington Hill, Michigan, 2005.Eurocode 2 (2004): Design of concrete structures Part 1-1: General rules and rules for buildings, Brussels, European Committee for Standardisation , 2004.AS3600-2009: Australian Standard for Concrete Structures, Standards Australia Limited, Sydney, Australia, 2010. use the concept of development length rather than bond stress.
After revision: Anchorage (bond) in concrete: Codes of specifications Because the actual bond stress varies along the length of a bar anchored in a zone of tension, most international codes of specifications ACI Committee 318(2005), American Concrete Institute, Farmington Hill, Michigan, 2005.Eurocode 2 (2004): Design of concrete structures Part 1-1: General rules and rules for buildings, Brussels, European Committee for Standardization , 2004.AS3600-2009: Australian Standard for Concrete Structures, Standards Australia Limited, Sydney, Australia, 2010. use the concept of development length rather than bond stress.