16.24: Load‐carrying capacity of steel girder damaged by collision

Abstract

It happens sometimes that a truck running on a highway collides with the main girder of a bridge over the highway. The influence of the damage due to collision on the mechanical behavior of the bridge has to be evaluated for the safety of traffic on the bridge. Yet it is not always an easy task, since the mechanical capacity of a deformed girder has not been studied much. One of the authors has been involved in the safety evaluation of a steel girder bridge damaged by collision. The bridge consisted of two steel main-girders and one of them looked badly damaged: the web was deformed outwardly; some transverse stiffeners were buckled; some other stiffeners were separated from the web; and bolted connections between some lateral struts and the web were broken. Making use of the information on the actual damage, the collision load is estimated by the finite element analysis and the deformation of the main girder is reproduced. The load-carrying capacities of the main girder without damage, the main girder damaged by collision, the main girder with larger damage are then studied. Based on the results, the influence of the collision damage on the load-carrying capacity is discussed.

Comprehensive Exploration of Technological Tensioning Effects in Welded Thin Plate Girders: An In-Depth Investigation

“…The reasons for the increase in permanent de ections are complex, and they can be due to overloading above the nominal load capacity that leads to lamellar crack propagation in the girder elements, which develop over time, and the ageing of the material [9]. The increase in permanent de ections exhausts the structure's load capacity and, at the same time, affects the proper operation of transport equipment due to the increasing resistance to their movement on the crane bridge and the crane roadway [10].…”