Plastic Collapse of Horizontally Curved Bridge Girders

Chai H. Yoo, C P Heins

Journal of the Structural Division · 1972 · 19 citations · 0 references

Concepts

Abstract

The ultimate load of single span and multispan horizontally curved girders is predicted by a superpositioning method. The yield criteria is in accordance with (M/Mp)²+(T/Tp)²=1, which is valid for composite beam sections. Design aids are presented which permit the determination of the ultimate load as referenced to the behavior of straight girders.