Abstract
In order to clarify the influence of corrosion of hot-dip galvanized steel on the structural performance for R/C beam, after corrosion promotion by the galvanostatic corrosion test was carried out, pull-out test for simple specimen and structural loading test for R/C beam were conducted. As a result, it was found that when the normal state, adhesion performance similar to that of the ordinary steel, when the corrosion occurred, the adhesion performance was improved. However, there is a possibility of cracking of the concrete due to corrosion of the plating layer, and in this case, the proof stress decreases.
| Original language | English |
|---|---|
| Pages (from-to) | 7-12 |
| Number of pages | 6 |
| Journal | AIJ Journal of Technology and Design |
| Volume | 26 |
| Issue number | 62 |
| DOIs | |
| Publication status | Published - Feb 2020 |
| Externally published | Yes |
Keywords
- Bond stress
- Galvanostatic corrosion test
- Hot-dip galvanized steel reinforcement
- Pull-out test
- Structural test