A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Bond stresses between reinforcement and concrete
Investigation of bond stresses occurring at failure in region beyond end anchorage; deductions are based upon experimentally obtained deformation properties of concrete showing relationship between bending moment, neutral axis position, and steel stress; approximate formulas are given for rapid determination of bond stresses; results indicate that thick prestressing strands should be used only for wide spans; this condition can be neglected only if capacity of girder's or plate's compression zone is not fully utilized.
Bond stresses between reinforcement and concrete
Investigation of bond stresses occurring at failure in region beyond end anchorage; deductions are based upon experimentally obtained deformation properties of concrete showing relationship between bending moment, neutral axis position, and steel stress; approximate formulas are given for rapid determination of bond stresses; results indicate that thick prestressing strands should be used only for wide spans; this condition can be neglected only if capacity of girder's or plate's compression zone is not fully utilized.
Bond stresses between reinforcement and concrete
Die Beanspruchung des Verbundes zwischen Spannglied und Beton
Kupfer, H. (author)
1964
32 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Investigations of bond between reinforcement and concrete
| UB Braunschweig | 1957
Modelling bond between corroded reinforcement and concrete
| British Library Conference Proceedings | 2001
Investigations of bond between reinforcement and concrete
| TIBKAT | 1957
Factors affecting bond between concrete and reinforcement
| Engineering Index Backfile | 1961