BEHAVIOR OF BOND UNDER DYNAMIC LOADING
Abstract
The bond behavior of reinforcing bars under dynamic loading, as influenced by the compressive strength of concrete and diameter of the rein forcing bars is reported. This research program is the continuation of previous research, con ducted in the Structures Division of the Civil Engineering Department of M.I.T. in 1959. The present program has covered the following categories of tests: Specimens with variation in the compressive strength of concrete. In this category, three different concrete strengths 2000 psi, 3500 psi and 6000 psi are used. Specimens with the variation in the diameter of reinforcing bar. Three different bars #8, #10 and #14 are used.
Document Details
- Document Type
- Technical Report
- Publication Date
- Mar 01, 1963
- Accession Number
- AD0406117
Entities
People
- Indravadan K. Shah
Organizations
- Massachusetts Institute of Technology