STP169B

    Chapter 21—Bond with Reinforcing Steel

    Published: Jan 1978


      Format Pages Price  
    PDF (168K) 12 $25   ADD TO CART


    Abstract

    Early experimenters and designers of reinforced concrete recognized that slip of the reinforcement had to be prevented in order to develop adequate bond and shear strengths and maintain the integrity of reinforced concrete members.


    Author Information:

    Lutz, LA
    Vice president, Computerized Structural Design, Inc., Brown Deer, Wis.


    Paper ID: STP35621S

    Committee/Subcommittee: C09.61

    DOI: 10.1520/STP35621S


    CrossRef ASTM International is a member of CrossRef.