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Table 3 Basic parameters of specimens

From: Finite Element Analysis and Calculation Method of Residual Flexural Capacity of Post-fire RC Beams

Specimen No.

Concrete strength grade

Test conditions

Fire exposure time (min)

N1

C30

Room-temperature static test

N2

C30

Room-temperature static test

F1

C30

Post-fire static test

60

F2

C30

Post-fire static test

60