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The distortion stress of thin wall hollow slab is solved by using elastic foundation beam analogy method and finite element method. The influence of the structure distortion effect on 10cm thick concrete pavement was considered. The results show that the numerical solution and the finite element method are consistent, and the finite element method is simpler and more efficient. The transverse tensile stress of calculation point 1 and 2 decreased by 13.2% and 13.6% respectively when considering the effect of deck pavement. The distortion effect causes a large transverse tensile stress on the bottom plate.

The Distortion Effect of Thin-walled Wide Hollow PC Beam Under Bridge Deck Pavement