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| Property
Density (dry)
Compressive strength
Flexural:
Yield (FY)
Ultimate Strength (FU)
Modulus of elasticity
Direct tension:
Yield (TY)
Ultimate Strength (TU)
Strain to failure
Shear:
Interlaminar
In-plane
Coefficient of thermal expansion
Thermal conductivity
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28-day, (E)
120 to 140 (pcf)
7,000 to 12,000 (psi)
900 to 1,500 (psi)
2,500 to 4,000 (psi)
1.5 x 10^6 to 3.0 x 10^6 (psi)
700 to 1,000 (psi)
1,000 to 1,600 (psi)
0.6 to 1.2 (%)
400 to 800 (psi)
1,000 to 1,600 (psi)
6 to 12 x 10^-6 (in./in./deg
F)
3.5 to 7.0 (Btu/in./hr/ft2/deg
F)
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Aged**,(A)
120 to 140 (pcf)
10,000 to 12,000 (psi)
1,000 to 1,600 (psi)
1,300 to 2,000 (psi)
2.5 x 10^6 to 4.0 x 10^6 (psi)
700 to 1,100 (psi)
725 to 1,100 (psi)
0.03 to 0.06 (%)
400 to 800 (psi)
725 to 1,100 (psi)
6 to 12 x 10^6 (in./in./deg
F)
3.5 to 7.0 (Btu/in./hr/ft^6/deg
F)
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FIRE ENDURANCE
GFRC made of cement, glass fibers, sand and
water is non-combustible and meets the requirements of ASTM E136.
When used as surface material, its flame spread index is zero. In
addition, tests for non-combustibility, ignitability, and fire propagation
have been conducted in England in accordance with the appropriate British
Standard on "Fire Tests on Building Materials and Structures," BS
476, Parts 4,5, and 6.
GFRC made with an acrylic thermoplastic copolymer
dispersion for curing purposes will meet the requirements of NFPA Class
A and UBC Class I when tested according to ASTM E84, resulting in a "0"
Flame Spread Rating and less than 5 smoke density.
GFRC panels can be designed to provide one
or two hour fire rating. The rating as defined in ASTM E119 is primarily
dependent upon the fire endurance of the insulation and sheetrock materials
field applied to the panels by other trades. Fire tests conducted
in the U.S.A. (Table 2) on GFRC wall panels with stud frames are summarized
in ICBO Evaluation Report 4359.
It should be noted that the tests were conducted
in accordance with ASTM E119, which requires hose stream tests in additional
to fire resistance tests.
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