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Advances in Bridge Engineering

Table 6 Load and load ratio for the deflection 1 mm, 2 mm and 3 mm

From: Development of a fast-hardening retarding high-early-strength concrete with low-alkalinity sulphoaluminate cement and practical application

Specimen

Load (kN)

Pu

fu

L-1

L-2

L-3

M1

46.7

78.2

118.9

252.3

14.350

JF1

69.1

107.8

143.7

160.2

4.535

JF2

69.9

122.0

166.7

246.3

8.000

JF3

82.0

132.1

170.2

177.6

3.628

  1. Notation: L-1, L-2 and L-3 represent the load responding to the deflection of 1 mm 2 mm and 3 mm respectively; Pu represents the ultimate load; fu represent the ultimate deflection
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