Research Article
Predictable Behavior of GFRP-Reinforced Bridge Decks: Formulation of a Strain-Based Capacity Model
Table 3
Parameters of GFRP reinforcement.
| Bar size | Parameter | Mean | Standard deviation | Distribution | Descriptions | Source |
| M13 | (mm) | 6.35 | 0.76 | Lognormal | Radius | [34] | (MPa) | 46,263 | 5212 | Lognormal | Modulus of elasticity | [34] | (MPa) | 779 | | Lognormal | Mean capacity at | [60] | (m2/sec) | | | Lognormal | Diffusion coeff. | [34] | M19 | (mm) | 9.53 | 1.14 | Lognormal | Radius | [34] | (MPa) | 47,573 | 5357 | Lognormal | Modulus of elasticity | [34] | (MPa) | 696 | 14 | Lognormal | Mean capacity at | [34] | (m2/sec) | | | Lognormal | Diffusion coeff. | [34] |
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Note: asterisks indicate the source of standard deviation.
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