The commercial operation of the bullet train in 1964 in Japan markedthe beginning of a new era for high-speed railways. Because of thehuge amount of kinetic energy carried at high speeds, a train mayinteract significantly with the bridge and even resonate with it undercertain circumstances. Equally important is the riding comfort of thetrain cars, which relates closely to the maneuverability of the trainduring its passage over the bridge at high speeds.
Vehicle-bridge interaction happens all the time on roadway bridges and this interaction performance carries much useful information. On one hand, while vehicles are traditionally viewed as loads for bridges, they can also be deemed as sensors for bridges' structural response. On the other hand, while bridges are traditionally viewed as carriers for vehicle weight, they can also be deemed as scales that can weigh the vehicle loads. Based on these observations, a broad area of studies based on the vehicle-bridge interaction have been conducted in the authors' research group. Understanding the vehicle and bridge interaction can help develop strategies for bridge condition assessment, bridge design, and bridge maintenance, as well as develop insight for new research needs.This book documents fundamental knowledge, new developments, and state-of-the-art applications related to vehicle-bridge interactions. It thus provides useful information for graduate students and researchers and therefore straddles the gap between theoretical research and practical applications.
This book systematically presents the theory, numerical implementation, field experiments and practical engineering applications of the ‘Vehicle–Track Coupled Dynamics’. Representing a radical departure from classic vehicle system dynamics and track dynamics, the vehicle–track coupled dynamics theory considers the vehicle and track as one interactive and integrated system coupled through wheel–rail interaction. This new theory enables a more comprehensive and accurate solution to the train–track dynamic interaction problem which is a fundamental and important research topic in railway transportation system, especially for the rapidly developed high-speed and heavy-haul railways. It has been widely applied in practical railway engineering. Dr. Wanming Zhai is a Chair Professor of Railway Engineering at Southwest Jiaotong University, where he is also chairman of the Academic Committee and Director of the Train and Track Research Institute. He is a member of the Chinese Academy of Sciences and one of the leading scientists in railway system dynamics. Professor Zhai is Editor-in-Chief of both the International Journal of Rail Transportation, published by Taylor & Francis Group, and the Journal of Modern Transportation, published by Springer. In addition, he is a trustee of the International Association for Vehicle System Dynamics, Vice President of the Chinese Society of Theoretical and Applied Mechanics, and Vice President of the Chinese Society for Vibration Engineering. /div
Dynamics of Civil Structures, Volume 2: Proceedings of the 36th IMAC, A Conference and Exposition on Structural Dynamics, 2018, the second volume of nine from the Conference brings together contributions to this important area of research and engineering. The collection presents early findings and case studies on fundamental and applied aspects of the Dynamics of Civil Structures, including papers on: Modal Parameter Identification Dynamic Testing of Civil Structures Control of Human Induced Vibrations of Civil Structures Model Updating Damage Identification in Civil Infrastructure Bridge Dynamics Experimental Techniques for Civil Structures Hybrid Simulation of Civil Structures Vibration Control of Civil Structures System Identification of Civil Structures
[Truncated abstract] Many load rating methods have been developed in recent years to evaluate the safety and serviceability of existing bridges. In general, the rating of a bridge is carried out by comparing the factored live load effects of nominated rating vehicles with the available bridge capacity. Therefore, accurate and practical approaches to calculate the live load on bridges resulting from moving vehicles and to estimate the bridge load carrying capacity are essential for bridge load rating. The research described in this thesis aims to develop a load rating procedure for accurately estimating the load carrying capacity of existing bridges. It involves three main parts of work. First, to obtain a reliable Finite Element (FE) model of the bridge under the current condition, FE model updating analysis is carried out to refine the bridge model based on the field measured vibration data. Second, detailed static nonlinear Finite Element Analysis (FEA) based on the updated FE model is carried out to determine the bridge load carrying capacity. In this part, the dynamic vehicle-bridge interaction is only approximately modelled by using the code specified Dynamic Amplification Factor (DAF) or Dynamic Load Coefficient (DLC). In the third part, to more precisely model dynamic vehicle-bridge interaction and predict the DAF, nonlinear stochastic dynamic response analysis of an equivalent hysteretic Single Degree of Freedom (SDOF) system subjected to a non-stationary non-zero mean excitation are carried out. The equivalent SDOF system is derived from the actual bridge conditions. The advantages of these approaches are that they can model the actual current condition of a bridge by applying the model updating method and take into account the effects of road surface roughness, single or multiple vehicles-bridge interaction and material nonlinearity of prestressed or reinforced concrete. ... At last, based on the principle of equivalent dissipated energy, the resulting load-displacement relationship may be simplified as a bilinear hysteretic model which defines the stiffness of the equivalent SDOF system. The excitation force of the equivalent SDOF system is a non-stationary stochastic process with non-zero mean, which is caused by the vehicle weight and vehicle-bridge interaction. This thesis presents a novel approach to the evolutionary spectral analysis for the random response of a coupled vehicle-bridge system. The proposed method is capable of taking into account the random characteristics of vehicle-bridge interaction induced by road surface roughness and effect of multiple vehicles-bridge interaction. In addition, this method allows each vehicle to be modelled using a mass-spring-damper system with 4 Degrees Of Freedom (DOF). The resulting stochastic dynamic interaction force can be transformed to an excitation force of the equivalent SDOF system by applying the principle of virtual work. Once the mass, damping, stiffness and excitation force of the equivalent SDOF system are determined, the equation of motion of this SDOF system can be solved using the equivalent linearization method. The entire proposed rating procedure is applied to rating of a practical bridge located in the Shire of Roebourne in Western Australia. Also, parametric studies are conducted in this research to investigate the effects of the length ratio, vehicle to bridge frequency ratio, bridge damping ratio, vehicle to bridge mass ratio, vehicle speed, vehicle number and road surface condition on the DAF and DLC.
This book presents both the fundamental theory and numerical calculations and field experiments used in a range of practical engineering projects. It not only provides theoretical formulations and various solutions, but also offers concrete methods to extend the life of existing bridge structures and presents a guide to the rational design of new bridges, such as high-speed railway bridges and long-span bridges. Further, it offers a reference resource for solving vehicle–structure dynamic interaction problems in the research on and design of all types of highways, railways and other transport structures.
This handbook dicussess tyre-road contact forces generated by heavy vehicles covering their influence on road surface and bridge response and damage, as well as ways of regulating and improving vehicles so as to minimize road damage.;The main incentive for understanding vehicle-road interaction is the possibility of reducing the road damage caused by heavy vehicles and the very high associated costs. This may be achieved by highway authorities, through improved design and construction of roads; by government agencies, through regulations intended to encourage the use of more "road-friendly" vehicles; or by vehicle engineers, through design of improved vehicle configurations and suspensions, which minimize road damage.;The book provides a unified mechanistic approach to the entire subject, covering vehicle dynamics; dynamic tyre forces; weigh-in-motion; pavement and bridge response; damage mechanisms of paving materials; vehicle-guideway interaction; suspension design to minimize road damage; and assessing road damaging potential of vehicles for regulatory purposes. It includes 25 literature reviews, covering topics from asphalt deformation to weigh-in-motion, and citing over 500 references. In addition, it discusses both the fundamental mechanics of the mechanical and civil engineering systems, as well as practical and implementation issues.
