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The most severe fire exposure scenario is the modified hydrocarbon (HMC) fire curve.
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.
Building code requirements concerning fire exposure – normally for a fire endurance of up to 2 h – can therefore be met.
Traditionally the fire resistance rating of LSF wall systems is based on approximate prescriptive methods developed using limited fire tests.
The resin has been fully burned-out and carbonized after 8 min of fire exposure.
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.
An empirical failure model was developed to account for fire exposure conditions, aluminum type, and geometry.
Thermal response and deflection evolution of these beams with fire exposure time were monitored.
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