Cracking and Debonding of Thin Fiber Reinforced Concrete Overlay
The Upper Great Plains Transportation Institute at the North Dakota State University that investigates whether macro-fibers incorporated in thin overlay pavements will result in reduced crack opening widths, vertical deflections, and debonding rates compared to that of unreinforced overlays as suggested by previous field studies. The report identifies how fracture energy may affect the cracking and debonding of thin concrete overlays when subjected to environmental loads.
This Summary Last Modified On: 5/8/2017