Effect of the Increase in Vertical Web Member Stiffness on Lateral Buckling Strength of the Pony Steel Bridge

Abstract

In half-through bridge or pony steel bridge, that is a bridge without upper wind
bracing, strength of the bridge is determined mainly by the lateral buckling
strength of its upper chord. Buckling strength of this chord is provided by the
flexural stiffness of vertical web member, cross beam, and diagonal beam. In order
to improve the stiffness of vertical web member, triangular steel profile that was
quite high was added to the inner side of bridge for reducing the clearance width
in bridge and disturbing traffic or pedestrian. In this research, stiffness of the
vertical web member was improved by using the non-prismatic cross section and
adding the triangular stiffener as high as the concrete deck. Finite Element
Analysis for the lateral stiffness of bridge cross section used a 3D element model
which has been validated by previous study. This numerical study was conducted
to validate the Engesser theory for determining the lateral elastic stiffness from
upper chord. Study shows the result that accuracy of 3D element model is
extremely high, compared with analytic method. Lateral elastic stiffness of bridge
in general increased along with the stiffness of vertical web member. However, it
can be concluded that effect on the capability of lateral buckling in upper chord
was not too significant, as a consequence of the increase in stiffness of vertical
web member. Critical lateral buckling occurred in an inelastic range, in which the
critical inelastic buckling stress was determined using small tangent modulus as
alternative of modulus of elasticity.