| Autor: |
Almusawi, Aqil Mousa, Shabbar, Rana, Jabal, Qusay A. |
| Zdroj: |
Key Engineering Materials; June 2022, Vol. 924 Issue: 1 p223-231, 9p |
| Abstrakt: |
In this study concrete block was produced with waste crushed clay bricks (CCB). CCB is used as a conventional coarse aggregate replacement with the range of 0, 25, 50 and 75%. Physical and mechanical properties of concrete blocks were examined at room temperature (25°C) and elevated temperatures of 400, 600 and 800°C. The results indicated that concrete specimens with 50% CCB exhibited the greatest flexural strength characteristics compared to that containing natural aggregates, whereas a slight decline indicated at the density and compressive strength. However, the specimens with 75% CCB have the highest residual strength at an elevated temperature of 800°C. Accordingly, it is suitable for load-bearing wall application when exposed to elevated temperature in confirmation to ASTM-C55. Keywords: Concrete Masonry Units; Crushed Clay Bricks; Elevated Temperature; Coarse Aggregate Replacement. |
| Databáze: |
Supplemental Index |
| Externí odkaz: |
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