Abstract
This paper presents the experimental investigation carried on Steel Fiber Reinforced Concrete (SFRC) subjected to repeated loading. The SFRC beam specimen of size 500mm × 100mm × 100mm containing mixed steel fibers of size 50mm × 2mm × 0.6mm and 0.5mmΦ× 30mm in different proportions were tested under two point flexural fatigue load at a frequency of 2Hz at various stress levels. The readings obtained from the flexural fatigue test were used to plot S-N diagram and also to perform statistical analysis using two parameter Weibull distributions.
| Original language | English |
|---|---|
| Pages (from-to) | 1352-1357 |
| Number of pages | 6 |
| Journal | International Journal of Earth Sciences and Engineering |
| Volume | 5 |
| Issue number | 5 |
| Publication status | Published - 01-12-2012 |
All Science Journal Classification (ASJC) codes
- Earth and Planetary Sciences(all)
- Civil and Structural Engineering
- Ocean Engineering
- Building and Construction
- Environmental Engineering