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Fire exposure causes significant mechanical property degradation of metallic materials.
Deflection and temperature measurements were determined under ISO834 fire exposure.
As an alternative, time equivalent concept can relate the severity of design fire exposure to that of standard fire exposure.
The resin has been fully burned-out and carbonized after 8 min of fire exposure.
An empirical failure model was developed to account for fire exposure conditions, aluminum type, and geometry.
After fire exposure, five slabs were strengthened using two or three layers of the strengthening systems.
Obviously, the residual vertical capacity of steel column is related with the fire exposure time.
Thermal response and deflection evolution of these beams with fire exposure time were monitored.
Understory community composition varied from site to site and was not related to fire exposure.
Both loaded slabs endured more than three hours of ASTM-E119 standard fire exposure.
The use of high strength structural steel considerably limited the vertical displacements after fire exposure.
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