Ribbed ultra-high performance fiber reinforced concrete (UHPFRC) deck panels have been designed and implemented in buildings and bridges due to being increasingly slender, lightweight and tough. To further improve the crack resistance, this paper studies a neotype ribbed UHPFRC deck panel using steel plates and headed studs to reinforce the ribs. Bending tests were conducted to reveal the various crack and strain developments at different specimen parts with an aim to selecting the interesting primary-crack position and spacing. Then, theoretical calculation equations were proposed and verified on the differential strain, crack spacing and crack width for the interesting primary crack. The test results showed that the maximum crack width was invariably located at the rib instead of the top slab, and the primary-crack spacing varied from 52.1 mm to 151.2 mm after the cracks penetrated the whole rib into the top slab. The theoretical study showed that the tensile property of UHPFRC can be taken account by a two-line model, the shrinkage strain of UHPFRC as 556.5 με herein should be amended in the equation of the differential strain between reinforcement and UHPFRC. Besides, the crack spacing before and after the cracks penetrated the whole rib can be predicted by the standard AFNOR: 2016 and the headed-stud spacing, respectively. Finally, the theoretical crack-width calculation method was verified to have a satisfactory accuracy by comparing the calculated and test results with a percentage error within 4.0 %.
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