SEDL / STP / STP169B-EB / STP35621S

Chapter 21—Bond with Reinforcing Steel

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

Pages: 12    Published: Jan 1978

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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.