Vehicle Bridge Interaction Dynamics

In this paper, a comprehensive comparative study on several existing vehicle–bridge interaction (VBI) models is presented with the aim to provide a useful reference to the selection of vehicle and bridge models when conducting the VBI simulation. A simply-supported slab-on-girder highway bridge and the AASHTO HS20-44 vehicle are adopted in the numerical analysis. The bridge is modeled as an Euler–Bernoulli beam, grillage, plate-and-beam system and solid-element system, respectively, while the vehicle is modeled as a moving-force, moving-mass and spring-damper-mass (SDM) system, respectively. Other factors, including the road roughness and the contact condition between the vehicle tire and bridge, are also considered. The effects of different VBI models on the bridge responses are studied and the results from different models are compared in terms of their accuracy, efficiency and suitability. The results show that the accuracy of different types of bridge responses calculated varies with the number of bridge vibration modes used in the simulation. It is also found that the type of element used in the bridge model and the vehicle tire model both have a larger impact on the bridge acceleration than bridge deflection.

Dynamic impact of moving vehicles on bridges is an important and long-standing issue in the design and evaluation of bridges and has received much attention from researchers and engineers. The use of the dynamic impact factor (IM) to account for the impact effect of vehicles has been widely accepted in bridge engineering. Accurate evaluation of the IM will lead to safe and economical designs of new bridges and provide valuable information for condition assessment and management of existing bridges. Nevertheless, agreement on the evaluation of IMs is yet to be reached. Numerous studies have shown that the evaluation of the IM is a difficult task because it is influenced by a large number of parameters and uncertainties. As a result, different forms and values of IMs are specified by different bridge design codes and this disagreement has been debated in many studies in the past few decades. Furthermore, some field tests observed that the IMs in design codes are overestimated while many other field tests have suggested that code provisions may lead to underestimation of IMs, indicating the need to develop a more accurate assessment method for IMs. It is the objective of this paper to review and summarize the important methodologies and findings of the study of the dynamic IM of highway bridges conducted over the past two decades. While reviewing the advances achieved in the past two decades, much effort was made to identify the remaining controversies and gaps left in this field. Therefore, it is hoped that this review can also provide necessary background information for researchers and engineers to further examine these problems and help identify future research directions in this field.