ANALYSIS OF STRESSES IN CONCRETE NEAR A REINFORCING BAR DUE TO BOND AND TRANSVERSE CRACKING

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 STREESES AND DEOFRMATIONS THAT OCCUR IN THE VICINITY OF REINFORCING BARS AFTER TRANSVERSE CRACKS HAVE FORMED. /AUTHOR/

• Supplemental Notes:
  • Proc Vol 67, NO 10, PP 778-787
• Authors:
  • Lutz, L A
• Publication Date: 0

Media Info

• Serial:
  • Am Concrete Inst Journal & Proceedings
  • Volume: 68
  • Issue Number: 12

Subject/Index Terms

• TRT Terms: Bars (Building materials); Bonds; Concrete; Coordinates; Deformation; Finite element method; Quantitative analysis; Reinforcing steel; Structural analysis; Symmetry; Transverse cracking
• Uncontrolled Terms: Cylinders
• Old TRIS Terms: Axisymmetric loading
• Subject Areas: Highways; Materials;

Filing Info

• Accession Number: 00213836
• Record Type: Publication
• Files: TRIS
• Created Date: Feb 12 1971 12:00AM