Table 11 Ultimate load for confined columns.

From: Strengthening of structurally deficient and partially damaged short square columns using GFRECC retrofit technique

Parameters

E-A1S

E-A2S

E-A3S

E-A4S

\(\rho _{sx} = \frac{A_{lx}}{s \cdot d_y}\)

0.0077

0.007

0.00386

0.0077

\(\rho _{sy} = \frac{A_{ly}}{s \cdot d_x}\)

0.0077

0.007

0.00386

0.0077

\(f_{l,sx} = \rho _{sx} f_{syh}\)

1.925

1.925

0.9661

1.925

\(f_{l,sy} = \rho _{sy} f_{syh}\)

1.925

1.925

0.9661

1.925

\(\rho _{jx} = \frac{2t_j}{t_y}\)

0.2

0.2

0.2

0.2

\(\rho _{jy} = \frac{2t_j}{t_x}\)

0.2

0.2

0.2

0.2

\(f_{l,jx} = \rho _{jx} \cdot 0.005E_p\)

30

30

30

15

\(f_{l,jy} = \rho _{jy} \cdot 0.005E_p\)

30

30

30

15

\(F_l = \max (f_{l,jx}, f_{l,jy})\)

30

30

30

15

\(f_l = \min (f_{l,jx}, f_{l,jy})\)

30

30

30

15

\(\alpha _l = 1.25(1.8\sqrt{1 + 7.94 \frac{F_l}{f_c'}} - 1.6 \frac{F_l}{f_c'} - 1)\)

5.382

5.382

5.382

3.99

\(\alpha _2 = \left( \frac{f_l}{F_l} - 0.6\left( \frac{f_l}{F_l} \right) ^2 - 0.8 \right) \sqrt{ \frac{E_l}{f_c'} } + 1\)

1

1

1

1

\(K_c = \alpha _l \cdot \alpha _2\)

5.382

5.382

5.382

3.99

\(f_{cc}' = K_c f_c'\)

59.91

59.91

59.91

16.925

\(f_{l,x} = f_{l,sx} + f_{l,jx}\)

30.966

30.966

30.966

16.925

\(f_{l,y} = f_{l,sy} + f_{l,jy}\)

30.966

30.966

30.966

16.925

\(F_l = \max (f_{l,x}, f_{l,y})\)

30.966

30.966

30.966

16.925

\(f_l = \min (f_{l,x}, f_{l,y})\)

30.966

30.966

30.966

16.925

\(\alpha _l = 1.25(1.8\sqrt{1 + 7.94 \frac{F_l}{f_c'}} - 1.6 \frac{F_l}{f_c'} - 1)\)

3.507

3.507

3.507

3.59

\(\alpha _2 = \left( \frac{f_l}{F_l} - 0.6\left( \frac{f_l}{F_l} \right) ^2 - 0.8 \right) \sqrt{ \frac{E_l}{f_c'} } + 1\)

1

1

1

1

\(K_c = \alpha _l \cdot \alpha _2\)

3.51

3.51

3.51

3.59

\(f_{cc,js}' = K_c f_c'\)

105.21

105.21

105.21

53.85

\(W_s'\) in x-direction

36

40

36

36

\(W_s'\) in y-direction

36

40

36

36

\(Acc,j = t_x t_y - A_s - (4r^2 - \pi r^2)\)

9203.84

9342

9203.84

9203.84

\(Ae,j = t_x t_y - \frac{W_{jx}^2 + W_{jy}^2}{3\tan \theta _j} - A_s\)

6803.84

6942

6803.84

6803.84

\(Ae,s = (d_x d_y - \sum \frac{W_s^2}{6})(1 - 0.5 \frac{s'}{d_x})(1 - 0.5 \frac{s'}{d_y})\)

1148.64

716.94

1148.64

1148.64

\(A_{cu} = Acc,j - Ae,j\)

2400

2400

2400

2400

\(Ac_j = Ae,j - Ae,s\)

6040.82

6225.06

6040.82

6040.84

\(Ac_{js} = Ae,s\)

762.99

716.94

762.99

762.99

\(P_{cn} = 0.3 f_c' A_{cu} + f_{cc,j}' Ac_j + f_{ccjs}' Ac_{js}\)

594.52

571.06

591.53

304.5

\(CR = \frac{P_{cn}}{\Phi P_n}\)

2.46

2.7

2.45

1.76