Figures index

From

A Comparative Study on the Mechanical Properties of Normal and Rubberized Green Concrete

Tewodros Mamo Heylemelecot, Ibrahim Kedir, Elmer De Castro Agon

American Journal of Civil Engineering and Architecture. 2020, 8(4), 154-164 doi:10.12691/ajcea-8-4-4
  • Figure 1. Comparison of Bond Stress-slip Relationship Between NC and CRC8
  • Figure 2. Stress-strain Behavior of Rubberized Concrete for 7 days
  • Figure 3. Fixed and simply supported schematic of: boundary condition, uniform and concentrated load
  • Figure 4. ANSYS Model of Reinforced concrete block with impact load
  • Figure 5. Reinforcement bar model with concrete in ANSYS
  • Figure 6. Coarse aggregate gradation charts
  • Figure 7. Fine aggregate and crumb rubber gradation chart
  • Figure 8. Effect of crumb rubber on workability using compaction factor
  • Figure 9. Unit weight versus crumb rubber percentage
  • Figure 10. Compressive strength failure modes (a) CRC; (b) NC
  • Figure 11. Modulus of elasticity with crumb rubber percentage
  • Figure 12. Deflection and Equivalent stress of CRC8 and NC
  • Figure 13. Directional deformation and Equivalent stress of reinforced CRC8 and NC
  • Figure 14. Stress distribution of embedded rebar in CRC8
  • Figure 15. Total Deformation and damage of NC and CRC8