Skip to main content

Table 3 Comparison between measured and calculated peak load.

From: Advances on the Behavior Characterization of FRP-Anchored Carbon Fiber-Reinforced Polymer (CFRP) Sheets Used to Strengthen Concrete Elements

Specimen

P test (kN)

P FEM (kN)

Difference (%)

Measured C L strain*

FEM C L strain*

Difference (%)

A-13-0-0-0

35.6

34.5

3.1

0.0033

0.0062

−87.9

BI-13-1.3-5

53.0

54.6

−3.0

0.0100

0.0083

17.0

BI-13-1.9-10

58.2

60.0

−3.1

0.0097

0.0097

0.0

A-25-0-0

50.9

49.8

2.2

0.0037

0.0047

−27.0

BII-25-1.3-5

129.1

133.9

−3.7

0.0084

0.0086

−2.4

BII-25-1.9-10

96.6

99.0

−2.5

0.0072

0.0080

−11.1

  1. * Section at 730 mm from the end of the sheet.