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Time-to-Failure Prediction and Damage Location

The noncooled specimen NC failed after 49min of ISO fire exposure. Owing to the fact that the nondimensional slenderness rapidly increased to a high value of 5.6, the ultimate load converged to the Euler buckling load. The time-to-failure prediction could therefore be based on the Euler buckling load prediction. [Pg.150]

The applied load was limited by the test setup. Compared to real loads in buildings, it was relatively low and approximately corresponded, for example, to the dead load (1 kN m ) and serviceability load (2 kN m ) of two floors (in lightweight [Pg.150]


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