Research on ultimate Bearing Capacity of large Steel Box Girders under bending Moment

Longfeng Wang; Tian Xu; Li Ma

doi:10.54097/hset.v56i.10708

Authors

Longfeng Wang
Tian Xu
Li Ma

DOI:

https://doi.org/10.54097/hset.v56i.10708

Keywords:

box-section beam, ultimate bearing capacity, bending moment, nonlinearity.

Abstract

In order to study the ultimate bearing capacity of large welded box girder with initial imperfections, this paper considers the influence of material nonlinearity, geometric nonlinearity and initial imperfections, and uses the arc length increment method to modify Newton-Raphson formula to solve the problem. Through a large number of numerical simulation calculation, the calculation formula of stability ultimate bearing capacity of box girder under bending moment is summarized. The formula takes web height thickness ratio and flange width thickness ratio as parameters, which has a certain reference value for calculation and design of stability ultimate bearing capacity of welded box girder.

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