Box girder is one of the most widely used structures in engineering. The safety margin of box girder needs to be clearly expressed. As box girders usually have longitudinal and transverse reinforcement structures, they are prone to buckling under impact loads. However, the buckling path of box girders are relatively stable, making it difficult to determine the critical load corresponding to its failure with existing methods. Firstly, the structural dimensions and material parameters of the box girder are introduced. Secondly, based on the calculation results under different impact loads, a vertical displacement-impact load curve of the girder is formed. And a new criterion for evaluating the lower and upper limit of the box girder’s critical load under impact is proposed. Then, the criterion is applied to evaluate the critical failure conditions of box girder under the triangular, rectangular impact load, and drop load. Also, this criterion can be used to evaluate the critical bending load of box girders with different sections and under different boundary conditions. The results of this article may provide basic support for the safety assessment of box girders under impact load.
Key words
box girder;impact load;bending failure /
critical load;
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Footnotes
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