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Table 9 Stress distribution of main reinforcement (circular column).

From: Experimental Seismic Structural Performance Evaluations of RC Columns Strengthened by Stiff-Type Polyurea

Applied load (kN)

Push

Pull

RC (MPa)

PU (MPa)

GFPU (MPa)

RC (MPa)

PU (MPa)

GFPU (MPa)

0

0.00

0.00

0.00

0.00

0.00

0.00

10

47.38

19.61

23.66

34.63

29.31

28.14

20

64.46

35.61

38.36

90.86

68.89

50.64

30

114.42

–

47.88

121.36

121.67

93.46

40

131.51

63.08

–

170.89

160.38

136.50

50

152.71

82.76

68.86

211.12

194.77

174.14

60

171.09

92.71

–

286.60

224.83

228.86

70

190.56

97.90

89.19

325.54

259.22

252.86

80

213.92

115.21

109.96

364.03

299.45

296.34

90

232.52

133.37

126.18

413.78

332.98

332.24

100

246.36

149.38

140.88

464.39

367.15

369.23

110

274.48

162.79

152.35

513.71

401.76

400.16

120

296.11

191.34

164.68

567.13

426.20

420.27

130

312.11

208.64

188.47

642.83

465.35

459.85

140

332.01

225.51

207.72

702.52

516.61

497.70

150

358.40

257.09

224.80

766.33

527.20

576.00

160

413.77

273.10

247.30

826.46

540.61

595.46

170

464.16

290.83

275.63

892.21

597.71

608.66

  1. Italic :exceeded the allowable stress.