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Highway Vehicle-Bridge Coupled Vibrations: Numerical Simulations and Application

样章
作者：
Steve C. S. Cai(蔡春声), Lu Deng(邓露)
定价：
0.00 元
版面字数：
720千字
开本：
特殊
装帧形式：
精装
版次：
暂无
最新版次
印刷时间：
1899年
ISBN：
978-7-04-053986-8
物料号：
53986-A0
出版时间：
2023-07-17
读者对象：
学术著作
一级分类：
自然科学
二级分类：
工学其他
暂无
  • 目录
    • 前辅文
      • Chapter 1 Introduction
        • 1.1 Background and Thematic Basis
          • 1.2 Promising Approach to Dealing with Highway Infrastructure Problem
            • 1.3 Book Organization
            • Chapter 2 Framework of Vehicle–Bridge Coupled Modeling
              • 2.1 Introduction
                • 2.2 Methodology
                  • 2.2.1 Modeling of Vehicle
                    • 2.2.2 Modeling of Bridge
                      • 2.2.3 Road Surface Condition
                        • 2.2.4 Assembling of Bridge–Vehicle Equation of Motion
                        • 2.3 Numerical Demonstration Example
                          • 2.3.1 Impact Factor and Dynamic Load Coefficient
                            • 2.3.2 Effect of Road Roughness
                              • 2.3.3 Effect of Vehicle Damping
                                • 2.3.4 Effect of Vehicle Rigidity
                                  • 2.3.5 Effect of Vehicle Weight
                                    • 2.3.6 Effect of Vehicle Speed
                                      • 2.3.7 Results in Frequency Domain
                                      • 2.4 Conclusions
                                        • References
                                        • Chapter 3 Vehicle-Induced Impact on Bridges
                                          • 3.1 Definition of Impact Factor
                                            • 3.2 Bridge Code Provisions Worldwide
                                              • 3.2.1 AAS TO Code
                                                • 3.2.2 Ontario’s Code and Canadian Code
                                                  • 3.2.3 Chinese Code
                                                    • 3.2.4 Zelanian Code
                                                      • 3.2.5 Australian Code
                                                        • 3.2.6 European Code
                                                          • 3.2.7 British Code
                                                            • 3.2.8 Japanese Code
                                                            • 3.3 Numerical Simulation of Effect of Approach Span Condition
                                                              • 3.3.1 Mechanism and Modeling of Bump and Road Roughness
                                                                • 3.3.2 Selected Vehicle and Bridge Models
                                                                • 3.4 Dynamic Responses of Slab Bridges under Different Conditions
                                                                  • 3.4.1 Effect of Vehicle Speed
                                                                    • 3.4.2 Effect of Approach Span Condition
                                                                      • 3.4.3 Effect of Bridge Deck Surface Condition
                                                                        • 3.4.4 IMs of Slab Bridges
                                                                        • 3.5 Dynamic Responses of Slab-on-Girder Bridges under Different Conditions
                                                                          • 3.5.1 Effect of Approach Span Condition on the Mid-Span Deflection
                                                                            • 3.5.2 Effect of Approach Span Condition on the Dynamic Tire Force
                                                                              • 3.5.3 IMs of Slab-on-Girder Bridges
                                                                                • 3.5.4 Concluding Remarks
                                                                                • 3.6 Local and Global Impact Factors of Bridges
                                                                                  • 3.6.1 Problem Statement
                                                                                    • 3.6.2 Dynamic Responses of Bridges
                                                                                      • 3.6.3 Effect of Bridge Span Length
                                                                                        • 3.6.4 Effect of Road Surface Condition
                                                                                          • 3.6.5 Effect of Vehicle Speed
                                                                                            • 3.6.6 Discussion on Code Provisions
                                                                                            • 3.7 Influence of Damaged Expansion Joint on Impact Factors
                                                                                              • 3.7.1 Effect of Bridge Span Length
                                                                                                • 3.7.2 Effect of Road Surface Condition
                                                                                                  • 3.7.3 Effect of Vehicle Speed
                                                                                                    • 3.7.4 Concluding Remarks
                                                                                                    • 3.8 Impact Factors for Assessment of Existing Bridges
                                                                                                      • 3.8.1 Analytical Bridges
                                                                                                        • 3.8.2 Analytical Vehicle
                                                                                                          • 3.8.3 Road Surface Condition
                                                                                                            • 3.8.4 Numerical Simulations
                                                                                                              • 3.8.5 Load Case I
                                                                                                                • 3.8.6 Load Case II
                                                                                                                  • 3.8.7 Suggested Impact Factors
                                                                                                                    • 3.8.8 Concluding Remarks
                                                                                                                    • 3.9 Impact on Fiber-Reinforced Polymer Bridges
                                                                                                                      • 3.9.1 Bridge and Vehicle Model
                                                                                                                        • 3.9.2 Effects of Parameters
                                                                                                                          • 3.9.3 Discussion of Results
                                                                                                                            • 3.9.4 Concluding Remarks
                                                                                                                            • References
                                                                                                                            • Chapter 4 Vibration-Based Damage Detection and Characterization of Bridges
                                                                                                                              • 4.1 Introduction
                                                                                                                                • 4.2 Bridge Modal Properties Extraction Using Vehicle Responses
                                                                                                                                  • 4.2.1 Theoretical Derivation and Demonstrations
                                                                                                                                    • 4.2.2 Numerical Study
                                                                                                                                      • 4.2.3 Effects of Road Surface Conditions
                                                                                                                                        • 4.2.4 Parametric Study
                                                                                                                                          • 4.2.5 Case Study on a Field Bridge
                                                                                                                                            • 4.2.6 Concluding Remarks
                                                                                                                                            • 4.3 Bridge Damage Detection Using Vehicle Responses
                                                                                                                                              • 4.3.1 Theoretical Derivation of Transmissibility in VBC System
                                                                                                                                                • 4.3.2 Numerical Study on Transmissibility-Based Damage Detection
                                                                                                                                                  • 4.3.3 Parametric Study
                                                                                                                                                    • 4.3.4 Method I: One Reference Vehicle and One Moving Vehicle
                                                                                                                                                      • 4.3.5 Method II: Two Vehicles at a Constant Distant
                                                                                                                                                        • 4.3.6 Concluding Remarks
                                                                                                                                                        • 4.4 Scour Damage Detection Using Vehicle Responses
                                                                                                                                                          • 4.4.1 Vehicle–Bridge–Wave Interaction
                                                                                                                                                            • 4.4.2 Bridge Description
                                                                                                                                                              • 4.4.3 Scour Models
                                                                                                                                                                • 4.4.4 Wave Loads
                                                                                                                                                                  • 4.4.5 Scour Effects on Bridge and Vehicle Responses
                                                                                                                                                                    • 4.4.6 Concluding Remarks
                                                                                                                                                                    • References
                                                                                                                                                                    • Chapter 5 Assessment of Vehicle-Induced Fatigue of Bridges
                                                                                                                                                                      • 5.1 Introduction
                                                                                                                                                                        • 5.2 Fatigue Reliability Assessment of Existing Bridges
                                                                                                                                                                          • 5.2.1 Modeling of Vehicle–Bridge Dynamic System
                                                                                                                                                                            • 5.2.2 Modeling of Progressive Deterioration for Road Surface
                                                                                                                                                                              • 5.2.3 Prototypes of Bridge and Vehicle
                                                                                                                                                                                • 5.2.4 Fatigue Reliability Assessment
                                                                                                                                                                                  • 5.2.5 Results and Discussions
                                                                                                                                                                                  • 5.3 New Dynamic Amplification Factor for Fatigue Design
                                                                                                                                                                                    • 5.3.1 Introduction of Dynamic Amplification Factor
                                                                                                                                                                                      • 5.3.2 Stress Range Acquisition
                                                                                                                                                                                        • 5.3.3 Dynamic Amplification Factor on Stress Ranges
                                                                                                                                                                                          • 5.3.4 Fatigue Life Estimation
                                                                                                                                                                                            • 5.3.5 Concluding Remarks
                                                                                                                                                                                            • References
                                                                                                                                                                                            • Chapter 6 Vehicle-Induced Vibrations of High-Pier Bridges
                                                                                                                                                                                              • 6.1 Introduction
                                                                                                                                                                                                • 6.1.1 Lateral Vibration of igh-Pier Bridges under Moving Vehicles
                                                                                                                                                                                                  • 6.1.2 Non-Stationary Random Vibrations for a igh-Pier Bridge
                                                                                                                                                                                                  • 6.2 Lateral Vibration of igh-Pier Bridges under Moving Vehicles
                                                                                                                                                                                                    • 6.3 Verification of the Vehicle–Bridge Model Based on Previous Studies
                                                                                                                                                                                                      • 6.3.1 Effect of Patch Contact
                                                                                                                                                                                                        • 6.3.2 Effect of Tire Stiffness and Damping
                                                                                                                                                                                                        • 6.4 Verification of the Vehicle–Bridge Model Based on the Field Test Results
                                                                                                                                                                                                          • 6.4.1 Field Test Results
                                                                                                                                                                                                            • 6.4.2 Bridge Model Updating
                                                                                                                                                                                                              • 6.4.3 Road Surface Condition
                                                                                                                                                                                                                • 6.4.4 The Test Vehicle Parameters
                                                                                                                                                                                                                • 6.5 Comparison of the Numerical Simulations and Measurements
                                                                                                                                                                                                                  • 6.5.1 Comparison of Lateral Displacement and Acceleration
                                                                                                                                                                                                                    • 6.5.2 Effect of Different Faulting Conditions
                                                                                                                                                                                                                    • 6.6 Parametric Analysis
                                                                                                                                                                                                                      • 6.6.1 Effect of the Length of Patch Contact on Lateral Response
                                                                                                                                                                                                                        • 6.6.2 Effect of components of Lateral Force on Lateral Displacement
                                                                                                                                                                                                                          • 6.6.3 Longitudinal Force Study of High-Pier Bridge
                                                                                                                                                                                                                          • 6.7 Non-Stationary Random Vibrations for a High-Pier Bridge
                                                                                                                                                                                                                            • 6.7.1 Simulation of Non-Stationary Random Response Induced by the Road Roughness
                                                                                                                                                                                                                              • 6.7.2 Comparison of the Numerical Simulations and Measurements
                                                                                                                                                                                                                                • 6.7.3 Ride Comfort Analysis
                                                                                                                                                                                                                                • 6.8 Summary
                                                                                                                                                                                                                                  • References
                                                                                                                                                                                                                                  • Chapter 7 Vehicle Characterization Based on Vehicle–Bridge Interaction
                                                                                                                                                                                                                                    • 7.1 Introduction
                                                                                                                                                                                                                                      • 7.2 BWIM Algorithms
                                                                                                                                                                                                                                        • 7.2.1 Moses’s Algorithm
                                                                                                                                                                                                                                          • 7.2.2 Orthotropic BWIM Algorithm
                                                                                                                                                                                                                                            • 7.2.3 Influence Area Method
                                                                                                                                                                                                                                              • 7.2.4 Reaction Force Method
                                                                                                                                                                                                                                                • 7.2.5 Moving Force Identification
                                                                                                                                                                                                                                                • 7.3 Instrumentation of BWIM Systems
                                                                                                                                                                                                                                                  • 7.3.1 Strain Measurement
                                                                                                                                                                                                                                                    • 7.3.2 Axle Detection
                                                                                                                                                                                                                                                      • 7.3.3 Installation Location of Sensors
                                                                                                                                                                                                                                                        • 7.3.4 Data Acquisition and Storage
                                                                                                                                                                                                                                                        • 7.4 NOR BWIM Considering the Transverse Position ofVehicle
                                                                                                                                                                                                                                                          • 7.4.1 Identification Methodology
                                                                                                                                                                                                                                                            • 7.4.2 Numerical Simulation
                                                                                                                                                                                                                                                              • 7.4.3 Parametric Study
                                                                                                                                                                                                                                                                • 7.4.4 Verification by a Field Study
                                                                                                                                                                                                                                                                  • 7.4.5 Concluding Remarks
                                                                                                                                                                                                                                                                  • 7.5 Vehicle Axle Identification Using Wavelet Analysis of Bridge Global Responses
                                                                                                                                                                                                                                                                    • 7.5.1 Wavelet Theory
                                                                                                                                                                                                                                                                      • 7.5.2 Numerical Simulations
                                                                                                                                                                                                                                                                        • 7.5.3 Parametric Study
                                                                                                                                                                                                                                                                          • 7.5.4 Concluding Remarks
                                                                                                                                                                                                                                                                          • 7.6 Detecting Vehicle Speed and Axles
                                                                                                                                                                                                                                                                            • 7.6.1 Methodology for Detecting Vehicle Speed and Axles
                                                                                                                                                                                                                                                                              • 7.6.2 Numerical Simulations
                                                                                                                                                                                                                                                                                • 7.6.3 Experimental Validation
                                                                                                                                                                                                                                                                                  • 7.6.4 Concluding Remarks
                                                                                                                                                                                                                                                                                  • 7.7 Identification of Parameters of Vehicles Moving on Bridges
                                                                                                                                                                                                                                                                                    • 7.7.1 Parameter Identification Using Genetic Algorithm
                                                                                                                                                                                                                                                                                      • 7.7.2 Numerical Simulations
                                                                                                                                                                                                                                                                                        • 7.7.3 Field Test
                                                                                                                                                                                                                                                                                          • 7.7.4 Concluding Remarks
                                                                                                                                                                                                                                                                                          • References
                                                                                                                                                                                                                                                                                          • Chapter 8 Energy Harvesting on Vehicle-Induced Vibrations of Bridges
                                                                                                                                                                                                                                                                                            • 8.1 Introduction
                                                                                                                                                                                                                                                                                              • 8.1.1 Piezoelectric Energy arvester Modeling
                                                                                                                                                                                                                                                                                                • 8.1.2 Applications of Piezoelectric Energy arvesting in Civil Infrastructures
                                                                                                                                                                                                                                                                                                  • 8.1.3 Piezoelectric Energy arvesting Aimed on Low Frequency Vibration
                                                                                                                                                                                                                                                                                                    • 8.1.4 Piezoelectric Energy arvesting with Large Bandwidth
                                                                                                                                                                                                                                                                                                      • 8.1.5 Overview of This Chapter
                                                                                                                                                                                                                                                                                                      • 8.2 Distributed Parameter Model for Piezoelectric Beam Based arvesters
                                                                                                                                                                                                                                                                                                        • 8.2.1 Fundamentals of Distributed Parameter Beam Model
                                                                                                                                                                                                                                                                                                          • 8.2.2 Fundamentals of Piezoelectric Material Modeling
                                                                                                                                                                                                                                                                                                            • 8.2.3 Model of Bimorph Piezoelectric Cantilever Energy Harvester
                                                                                                                                                                                                                                                                                                              • 8.2.4 Model of Single Piezoelectric Layer Cantilever Energy Harvester
                                                                                                                                                                                                                                                                                                                • 8.2.5 Model of Doubly Clamped Piezoelectric Beam Energy Harvester
                                                                                                                                                                                                                                                                                                                • 8.3 Piezoelectric-Based Energy Harvesting on Bridge Structures
                                                                                                                                                                                                                                                                                                                  • 8.3.1 Bridge–Vehicle System Model
                                                                                                                                                                                                                                                                                                                    • 8.3.2 Piezoelectric Cantilever Beam Harvester Model
                                                                                                                                                                                                                                                                                                                      • 8.3.3 Energy Harvesting for Bridges with One Vehicle Passing Through
                                                                                                                                                                                                                                                                                                                        • 8.3.4 Energy Harvesting for Bridges with Continuous Vehicles Passing Through
                                                                                                                                                                                                                                                                                                                          • 8.3.5 Concluding Remarks
                                                                                                                                                                                                                                                                                                                          • 8.4 Multi-Impact Energy Harvester Aimed on Low Frequency Vibrations
                                                                                                                                                                                                                                                                                                                            • 8.4.1 Introduction
                                                                                                                                                                                                                                                                                                                              • 8.4.2 Concept and Design of Multi-Impact Harvester
                                                                                                                                                                                                                                                                                                                                • 8.4.3 Energy Harvesting System Modeling
                                                                                                                                                                                                                                                                                                                                  • 8.4.4 Results and Discussion
                                                                                                                                                                                                                                                                                                                                    • 8.4.5 Concluding Remarks
                                                                                                                                                                                                                                                                                                                                    • 8.5 Experimental Study of the Multi-Impact Energy Harvester under Low Frequency Excitations
                                                                                                                                                                                                                                                                                                                                      • 8.5.1 Introduction
                                                                                                                                                                                                                                                                                                                                        • 8.5.2 Design of the Multi-Impact Energy Harvester andExperiment Setup
                                                                                                                                                                                                                                                                                                                                          • 8.5.3 Energy Harvesting under Sinusoidal Wave Excitations
                                                                                                                                                                                                                                                                                                                                            • 8.5.4 Comparison with a Traditional Cantilever based Energy Harvester
                                                                                                                                                                                                                                                                                                                                              • 8.5.5 Concluding Remarks
                                                                                                                                                                                                                                                                                                                                              • 8.6 Low Frequency Nonlinear Energy Harvester with Large Band Width Utilizing Magnet Levitation
                                                                                                                                                                                                                                                                                                                                                • 8.6.1 Introduction
                                                                                                                                                                                                                                                                                                                                                  • 8.6.2 Design of the Nonlinear Harvester
                                                                                                                                                                                                                                                                                                                                                    • 8.6.3 Modeling of the Nonlinear Harvester
                                                                                                                                                                                                                                                                                                                                                      • 8.6.4 Case Study
                                                                                                                                                                                                                                                                                                                                                        • 8.6.5 Concluding Remarks
                                                                                                                                                                                                                                                                                                                                                        • References
                                                                                                                                                                                                                                                                                                                                                        • Appendix
                                                                                                                                                                                                                                                                                                                                                          • Index

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                                                                                                                                                                                                                                                                                                                                                          Steve C. S. Cai(蔡春声), Lu Deng(邓露)

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