Research Article

Axial Compression Behavior of Rubberized Concrete-Filled Square Steel Tubular Columns after Exposed to High Temperatures

Table 3

Details of specimens and experiment results.

Specimenr (%)T (°C)t (min)fcu (MPa)Nu (kN)

R10T2002038.2741.3
R10T200t1801020018034.6647.6
R10T400t1801040018027.8518.3
R10T600t1801060018019.1492.1
R10T800t180108001808.1424.7
R0T600t180060018027.3643.9
R5T600t180560018021.9549.4
R20T600t1802060018015.4485.4
R10T600t30106003034.9577.2
R10T600t90106009026.6518.3