tmalik3156
Structural
- Jun 21, 2021
- 97
Good day.
We are using Glass Fiber Reinforced Polymer (GFRP) reinforcing bars in a slab-on-girder bridge deck. Concrete will be cast in a few days. Someone told me that since GFRP is very lightweight, during concrete placement and vibration, the reinforcing bars will float up on the fluid concrete, and will mess up the required top concrete cover. He suggested that we tie down GFRP bars to the shear studs of the steel girder.
Does anyone have any experience about this? Does any DOT mention this issue?
We are doing a bridge, but the same might happen in building slabs with GFRP, too.
Any knowledge sharing will be appreciated.
Thank you
We are using Glass Fiber Reinforced Polymer (GFRP) reinforcing bars in a slab-on-girder bridge deck. Concrete will be cast in a few days. Someone told me that since GFRP is very lightweight, during concrete placement and vibration, the reinforcing bars will float up on the fluid concrete, and will mess up the required top concrete cover. He suggested that we tie down GFRP bars to the shear studs of the steel girder.
Does anyone have any experience about this? Does any DOT mention this issue?
We are doing a bridge, but the same might happen in building slabs with GFRP, too.
Any knowledge sharing will be appreciated.
Thank you