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Table 10 Stress distribution of main reinforcement (rectangular 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

13.73

14.68

14.15

29.68

14.83

7.25

20

37.52

20.95

–

56.72

40.35

28.01

30

49.42

–

–

74.24

72.15

55.27

40

60.02

38.68

34.91

104.52

97.67

–

50

–

–

42.05

–

108.26

89.66

60

79.27

–

–

137.40

134.00

116.26

70

–

55.77

53.95

167.03

170.99

132.05

80

98.08

63.13

–

194.50

–

–

90

109.33

70.05

69.52

204.44

199.97

165.57

100

117.98

81.73

78.60

221.75

220.95

–

110

131.83

88.86

82.06

257.00

236.74

198.02

120

142.86

91.24

90.93

288.58

270.26

223.75

130

147.61

100.11

99.37

318.43

302.49

241.71

140

155.83

107.46

110.61

338.54

328.66

256.85

150

166.21

112.01

117.10

–

343.15

289.72

160

172.05

118.28

127.27

377.91

367.59

320.00

170

179.19

127.58

132.89

411.21

398.31

344.01

180

188.28

132.99

142.62

441.28

422.96

363.69

190

198.87

142.07

149.54

474.80

463.62

395.49

200

207.09

151.59

160.79

491.02

501.47

424.47

210

217.69

159.37

168.36

579.49

573.50

445.88

  1. Italic: exceeded the allowable stress.