Bond Strength of Chemical Anchor in High-Strength Concrete
| Author(s): |
J. Barnaf
M. Bajer M. Vyhnankova |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | Procedia Engineering, 2012, v. 40 |
| Conference: | Steel Structures and Bridges 2012 |
| Page(s): | 38-43 |
| DOI: | 10.1016/j.proeng.2012.07.052 |
| Abstract: | This paper summarizes the results of experimental and numerical research focused on determination of the behavior and bond strength limits of what are currently the most widespread industrial glues used for anchor bonding. The goal of this research is to find the limits of the effective use of such glue types in high performance concrete, and also to verify the most commonly used design methods for bonded anchors. The progress and configuration of the experiments are described. The goal of this research is to find the limits of effective use of these glue types in high performance concrete and also verification of mostly used design methods. The article is closely focused on bond strength experiments using high strength concrete up to class C50/60 or higher. |
| Keywords: |
load bearing capacity high performance concrete (HPC) bond strength bonded anchor tensile load
|
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