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Official Journal of the Japan Wood Research Society

Table 4 Ultimate bearing capacity and deflection of mid-span by FEA

From: Study on the flexural behavior of poplar beams externally strengthened by BFRP strips

Beam

Pu−FEA (kN)

Fu−FEA (mm)

Increment of Pu (%)

Increment of fu (%)

DBL-01

10.5

38.07

/

/

JGLB50-1100

14.7

63.54

40

67

JGLB50-1700

16.8

66.12

60

74

JGLB50-1900

18.9

78.34

80

106

  1. Pu is ultimate load; fu is deflection of mid-span