Method for evaluating damage degree of hinge joints of plate girder bridges
A technology of damage degree and hinge joint, which is applied in the field of bridge structure evaluation in civil engineering, can solve the problems of lack of quantitative indicators and easy misjudgment
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[0058] The present invention will be further described below with reference to the accompanying drawings and embodiments, but this embodiment is not intended to limit the present invention. Any similar structure, method and similar changes using the present invention should be included in the protection scope of the present invention.
[0059] The bridge selected in the example is a single-span simply supported plate girder structure, with a calculated span of 11.0m, and the cross section is hinged by 12 middle plates and 1 side plate (the bridge is a widened bridge, and the left side is connected to a T beam) . The width of the middle plate is 0.99m, the width of the side plate is 1.3m, the height of the plate is 0.55m, the center distance between adjacent plates is 1.00m, and the 4#~5# plate beam has a 1500mm×400mm machine non-isolation belt. The load rating standard is -20 for cars and -100 for trailers.
[0060] Table 1 Description of each test condition
[0061]
[0062] In or...
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