Glass Fiber Reinforced Concrete (GRC)
Fiberglass Reinforced Plastic (FRP)
Note: Other surface patterns are also available under request
Other Technical Information
PHYSICAL PROPERTIES
a) Glass Fiber Reinforced Concrete (GRC)
| Compressive Strength | 50-80N/mm2 |
| Tensile strength | 8-11N/mm2 |
| Proportional Limited | 7-11N/mm2 |
| Bending Strength | 18-30N/mm2 |
| Ultimate Strain | 0.6-1.2% |
| Impact Resistance Strength | 10-25/K/m2 |
| Elastic Modulus | 10-20kN/mm2 |
| Water absorption | 8-16% |
(For indication purpose use only)
b) Fiberglass Reinforced Plastic (FRP)
| Flexural Strength (BS2782:Part 3:Method 335A: 1978) | 367 MPa |
| Flexural Modulus (BS2782:Part 3:Method 335A: 1978) | 12853 MPa |
| Shear Strength (BS 2782: Part 3: Method 340B: 1978) | 120 MPa |
| Interlaminar / In-Plane Shear Strength (BS 2782: Part 3: Method 341A: 1977) | 32MPa |
| Compressive Strength (BS 2782: Part 3: Method 345A: 1979 | 285MPa |
| Tensile Strength (BS2782:Part: Method 320C:1976 ) | 273MPa |
| Tensile Modulus (BS2782:Part: Method 320C:1976 ) | 30528MPa |
| Elongation to Break (BS2782:Part: Method 320C:1976 ) | 1.32% |
| Water Absorption (BS 2782: Part 4: Method 430B: 1983) | < 0.28% |
| Density(BS 2782: Part 6: 1980: Method 620A to 620D: 1980) | 1400 kg/m3 |
| Fire Rated Test (BS 476 Part 7) | Class 1 |
(For indication purpose use only)
The above data is for reference only, the actual performance of the materials is subject to design & requirements.
