Table 6 Comparison between experimental and calculated values for square RCFST columns.

From: Axial compression behavior of rubberized concrete filled steel tube columns after exposure to elevated temperatures

Specimens

\(\begin{gathered} N_{u} \hfill \\ \left( {kN} \right) \hfill \\ \end{gathered}\)

\(\begin{gathered} N_{GB} \hfill \\ \left( {kN} \right) \hfill \\ \end{gathered}\)

\(\begin{gathered} N_{EC4} \hfill \\ \left( {kN} \right) \hfill \\ \end{gathered}\)

\(\begin{gathered} N_{ACI} \hfill \\ \left( {kN} \right) \hfill \\ \end{gathered}\)

\(\begin{gathered} N_{AIJ} \hfill \\ \left( {kN} \right) \hfill \\ \end{gathered}\)

\(\frac{{N_{GB} }}{{N_{u} }}\)

\(\frac{{N_{EC4} }}{{N_{u} }}\)

\(\frac{{N_{ACI} }}{{N_{u} }}\)

\(\frac{{N_{AIJ} }}{{N_{u} }}\frac{{N_{AIJ} }}{{N_{u} }}\)

S-R0T600t180

643.93

648.70

541.78

400.78

660.24

1.01

0.84

0.62

1.03

S-R5T600t180

594.44

588.40

505.00

370.89

613.35

0.99

0.85

0.62

1.03

S-R10T600t180

492.10

557.14

485.59

355.11

588.60

1.13

0.99

0.72

1.20

S-R20T600t180

485.37

517.09

460.05

334.35

556.04

1.07

0.95

0.69

1.15

S-R10T20

741.29

1084.44

897.15

658.30

1093.57

1.46

1.21

0.89

1.48

S-R10T200t180

647.62

901.12

748.83

551.56

913.78

1.39

1.16

0.85

1.41

S-R10T400t180

518.25

793.24

673.75

493.67

820.16

1.53

1.30

0.95

1.58

S-R10T800t180

424.66

412.53

379.36

272.18

458.51

0.97

0.89

0.64

1.08

S-R10T600t30

570.00

978.92

815.97

598.86

988.78

1.72

1.43

1.05

1.73

S-R10T600t90

518.25

687.52

581.34

427.95

707.39

1.33

1.12

0.83

1.36

Average

-

1.26

1.10

0.79

1.30

Standard deviation

-

0.25

0.19

0.14

0.23

Variable coefficient

-

0.20

0.18

0.18

0.18