In order to verify the construction quality of a deck-type sunflower-shaped concrete arch bridge with a span combination of(40+4×58+40)m,evaluate the actual bearing capacity of the bridge structure,and verify the ra-tionality of the selection of bridge structure design parameters,static load test was conducted on the bridge.By optimi-zing the load test conditions,the stress and deformation of the structural control section under static load test were test-ed and analyzed.Comparing with the theoretical calculation results,it showed that the test bridge span met the design load level requirements under normal use.
deck-typesunflower-shaped arch bridgestatic load testfinite element calculation
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