Research Article

Predictable Behavior of GFRP-Reinforced Bridge Decks: Formulation of a Strain-Based Capacity Model

Table 3

Parameters of GFRP reinforcement.

Bar sizeParameterMeanStandard deviationDistributionDescriptionsSource

M13 (mm)6.350.76LognormalRadius[34]
(MPa)46,2635212LognormalModulus of elasticity[34]
(MPa)779LognormalMean capacity at [60]
(m2/sec)LognormalDiffusion coeff.[34]
M19 (mm)9.531.14LognormalRadius[34]
(MPa)47,5735357LognormalModulus of elasticity[34]
(MPa)69614LognormalMean capacity at [34]
(m2/sec)LognormalDiffusion coeff.[34]

Note: asterisks indicate the source of standard deviation.