The characteristics and laws of the response of the vehicle to the cable structure of the cable-stayed bridge under different driving conditions are widely concerned by the engineering community. In this paper, the finite element model of cable-stayed bridge is established by using the nonlinear finite element software Abaqus, and the stress variation characteristics and laws of cable are simulated when the vehicle driving conditions on the bridge are different, so as to provide the basis for the design improvement of cable under moving load.
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Zihan Rong (2024) studied this question.
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