Analysis of Stresses in Concrete Near a Reinforcing Bar Due to Bond and Transverse Cracking

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Title: Analysis of Stresses in Concrete Near a Reinforcing Bar Due to Bond and Transverse Cracking

Author(s): Leroy A. Lutz

Publication: Journal Proceedings

Volume: 67

Issue: 10

Appears on pages(s): 778-787

Keywords: bond (concrete to reinforcement) ;cracking (fracturing) ; deformation; finite element method; reinforced concrete; reinforcing steels; slippage; stresses; structural analysis.

Date: 10/1/1970

Abstract:
An axisymmetric finite element procedure is used to analyze the problem of a steel bar embedded in a cylinder of concrete in an effort to obtain quantitative information on and an understanding of the stresses and deformations that occur in the vicinity of reinforcing bars after transverse cracks have formed.