Dynamic probabilistic modeling method for measured stress amplitude of orthotropic steel bridge deck welded joints
A steel bridge deck, orthotropic technology, applied in special data processing applications, instruments, geometric CAD, etc., can solve the problem of inaccurate fatigue life assessment of structures
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[0071] The technical solution of the present invention will be further described below with reference to the accompanying drawings.
[0072] A dynamic probability modeling method for measured stress amplitude of welded joints of orthotropic steel bridge decks according to the present invention, the specific steps are as follows:
[0073] A. Select sections and measuring points and collect data;
[0074] A1. Fully understand the basic information of the tested bridge, and analyze the overall mechanical performance of the bridge;
[0075] A2. According to the bridge type and force characteristics, select the section and measuring points, and collect the measured strain data at the welding nodes;
[0076] B. Prepare stress spectrum;
[0077] B1. Preprocess the measured strain data, and multiply the strain time history data by the elastic modulus of the steel to obtain the stress;
[0078] B2. Apply the rainflow counting method to obtain the stress spectrum, average stress and ...
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