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Computational and Experimental Simulations in Engineering : Proceedings of ICCES 2023—Volume 1 / edited by Shaofan Li.
- Format:
- Book
- Author/Creator:
- Li, Shaofan.
- Series:
- Mechanisms and Machine Science, 2211-0992 ; 143
- Language:
- English
- Subjects (All):
- Mechanics, Applied.
- Mechanical engineering.
- Mathematics--Data processing.
- Mathematics.
- Engineering Mechanics.
- Mechanical Engineering.
- Computational Science and Engineering.
- Local Subjects:
- Engineering Mechanics.
- Mechanical Engineering.
- Computational Science and Engineering.
- Physical Description:
- 1 online resource (1358 pages)
- Edition:
- 1st ed. 2024.
- Place of Publication:
- Cham : Springer International Publishing : Imprint: Springer, 2024.
- Summary:
- This book gathers the latest advances, innovations, and applications in the field of computational engineering, as presented by leading international researchers and engineers at the 29th International Conference on Computational & Experimental Engineering and Sciences (ICCES), held in Shenzhen, China on May 26-29, 2023. ICCES covers all aspects of applied sciences and engineering: theoretical, analytical, computational, and experimental studies and solutions of problems in the physical, chemical, biological, mechanical, electrical, and mathematical sciences. As such, the book discusses highly diverse topics, including composites; bioengineering & biomechanics; geotechnical engineering; offshore & arctic engineering; multi-scale & multi-physics fluid engineering; structural integrity & longevity; materials design & simulation; and computer modeling methods in engineering. The contributions, which were selected by means of a rigorous international peer-review process, highlight numerousexciting ideas that will spur novel research directions and foster multidisciplinary collaborations.
- Contents:
- Intro
- Preface
- Contents
- 1 Calibration of Railway Ballast Modeling Using Level Set Discrete Element Method
- 1.1 Introduction
- 1.2 Ballast Shape Reconstruction
- 1.3 Level Set Discrete Element Method
- 1.3.1 Surface Nodal Discretization
- 1.3.2 Level Set Schemes
- 1.3.3 Simulation Details
- 1.4 Results and Discussion
- 1.4.1 Natural Depositing Test
- 1.4.2 Rotating Drum Test
- 1.5 Conclusions
- References
- 2 Discussion on Firefighter Action Measures for Firefighters in Urban Complex Based on PyroSim
- 2.1 The Establishment of Urban Complex Model
- 2.1.1 Model Selection
- 2.1.2 Fire Model Settings
- 2.2 Analysis of Fire Simulation Influence Factor Results
- 2.3 Numerical Simulation Analysis of Fire Extinguishing Action Based on Influence Factor
- 2.3.1 Influence of Water Gun on Four-Story Fire
- 2.3.2 Influence of Falling Fire Shutter on Fire on the Fourth Floor
- 2.4 Conclusion
- 3 Study on Decision-Making Method of Single Product Maintenance Considering Maintenance Deterioration Effect
- 3.1 Introduction
- 3.2 Reason Analysis and Description of Egraded Maintenance Effect
- 3.3 Maintenance Degradation Effect Model
- 3.3.1 Model Establishment
- 3.3.2 Parameters of Maintenance Effect Coefficient
- 3.3.3 Model Solution
- 3.4 Maintenance Decision Considering Maintenance Degradation Effect
- 3.4.1 Maintenance Decision Model
- 3.4.2 Optimal Solution of Maintenance Decision Model
- 3.4.3 Example Analysis
- 3.5 Conclusion
- 4 Multi-physical Analysis of Ablation Based on Peridynamics
- 4.1 Introduction
- 4.2 Multicomponent Ablation Equations
- 4.2.1 Element Flux Balance
- 4.2.2 Chemical Reaction Kinetics
- 4.3 Multi-physical Calculation Method Based on Peridynamics
- 4.3.1 Peridynamic Formulation for Heat Conduction
- 4.3.2 Boundary Condition
- 4.3.3 Multi-Physical Analysis.
- 4.4 Numerical Example of Ablation
- 4.4.1 PD Computational Model
- 4.4.2 C/C Results and Discussions
- 4.4.3 C/SiC Results and Discussions
- 4.5 Conclusion
- 5 Coupling Analysis of Fluid-Structure Interaction in Metal Airbag Deployment Based on Corpuscular Particle Method
- 5.1 Introduction
- 5.2 Review of Corpuscular Particle Method and Control Volume Method
- 5.3 Numerical Examples
- 5.3.1 Deployment of a Fabric Airbag
- 5.3.2 Deployment of a Steel Airbag
- 5.3.3 Deployment of an Alloyed Airbag
- 5.4 Conclusion
- 6 Research and Application of Key Drilling Technologies in Nappe Tectonics of Xinjiang Region
- 6.1 Introduction
- 6.2 Technical Difficulties of Drilling Engineering in South Keping Area
- 6.2.1 Engineering Geological Characteristics of South Keping Area
- 6.2.2 Analysis of Technical Difficulties in Drilling Engineering
- 6.3 Optimized Design Technology for Nappe Tectonics Drilling Engineering
- 6.3.1 Prediction and Analysis of Formation Pressure Based on Well Seismic Information
- 6.3.2 Optimization Design of Wellbore Structure for South Keping Area
- 6.3.3 Design of Casing String for Gypsum Salt Formation of Nappe Structure
- 6.4 ROP Improving Technology for High Steep and Hard Formation
- 6.4.1 Deviation Control Technology in Drilling High Steep and Hard Formation
- 6.4.2 Development of Personalized Drill Bit for Limestone and Dolomite
- 6.5 Fracture Formation Leakage Prevention and Plugging While Drilling
- 6.5.1 Multi-element Collaborative Leak Prevention and Plugging System
- 6.5.2 Elastic Hole-Mesh Leak Prevention and Plugging System
- 6.6 Gypsum Salt Formation Safe Drilling Technology
- 6.7 Field Application and Analysis
- 6.8 Conclusions and Recommendations
- 7 Application Research on Pipe Pile Foundation of Highway Bridge in Dongting Lake Region.
- 7.1 Introduction
- 7.2 Project Overview
- 7.2.1 Topography and Geology
- 7.2.2 Typical Geotechnical Parameters
- 7.3 Construction Process and Bearing Capacity Test
- 7.3.1 Tests Overview
- 7.3.2 Pile Sinking Test
- 7.3.3 Vertical Bearing Capacity Test
- 7.4 Bridge PHC Pipe Pile Scheme
- 7.4.1 Structural Form
- 7.4.2 Dimensional Parameters
- 7.5 PHC Pipe Pile Construction Technology
- 7.5.1 Pile Hammer Selection
- 7.5.2 Lifting and Stacking of Pipe Piles
- 7.5.3 Construction Requirements for Hammer Driving Pile
- 7.5.4 Hammer Retraction Standard
- 7.5.5 Quality Inspection
- 7.6 Conclusion
- 8 Full-Scale Isogeometric Topology Optimization of Porous Thin-Shell Structures
- 8.1 Introduction
- 8.2 Kirchhoff-Love Shell Model Based on IGA
- 8.2.1 NURBS Basis Functions
- 8.2.2 Kirchhoff-Love Shell Model
- 8.3 Full-Scale Isogeometric Topology Optimization
- 8.3.1 Local Volume Constraint
- 8.3.2 Full-Scale ITO Model
- 8.3.3 Sensitivity Analysis
- 8.4 Numerical Examples
- 8.4.1 A Thin Plate Structure
- 8.4.2 A Cylinder Shell Structure
- 8.5 Conclusions
- 9 Analysis of Shallow Slide in Slope Based on Phase Space Reconstruction of Soil Moisture Content
- 9.1 Introduction
- 9.2 Method
- 9.2.1 Phase Space Reconstruction of One-Dimensional Time Series
- 9.2.2 Phase Space Parameters and Chaotic Identification
- 9.2.3 Estimation of Phase Space Reconstruction
- 9.2.4 Parameters and Analysis of Slope
- 9.3 Research Object and Data
- 9.3.1 Basic Information of the Slope
- 9.3.2 Soil Moisture Content
- 9.4 Results and Discussion
- 9.4.1 Hysteresis Time
- 9.4.2 Chaotic Nature and Embedding Dimension
- 9.4.3 Phase Space Reconstruction and Prediction
- 9.4.4 Shear Strength Parameters of Soil
- 9.4.5 Slope Stability Analysis
- 9.5 Conclusion
- References.
- 10 Study on the Monitoring and Analysis Method of the Working Efficiency of Torsional Impactors
- 10.1 Introduction
- 10.2 Torque Impactor Monitoring System
- 10.2.1 Near-Bit Measuring Sub
- 10.2.2 Torque Impactor Monitoring System Components and Functions
- 10.3 Field Trials and Analysis of Effects
- 10.3.1 Field Trials
- 10.3.2 Analysis of the Effects of the Torque Impactor Test
- 10.4 Torque Impactor Working Condition Monitoring and Working Efficiency Analysis
- 10.4.1 Torsional Impactor Impact Frequency Monitoring
- 10.4.2 Influence of Bit Weight on Performance of Torque Impactor
- 10.4.3 Influence of Drilling Fluid Displacement on Torsional Impactor Operating Efficiency
- 10.4.4 Signal Characteristics of Different Strata
- 10.5 Conclusion
- 11 Gaussian Process Based Photometric Stereo
- 11.1 Introduction
- 11.2 Related Works
- 11.3 Methodology
- 11.3.1 Foundations
- 11.3.2 The Task-Specific Training Dataset
- 11.3.3 Gaussian Process Based Inverse Reflectance Model
- 11.4 Experiment Study
- 11.4.1 Synthetic Experiments Based on MERL Dataset
- 11.4.2 Real Experiments Based on DiLiGenT Dataset
- 11.4.3 Qualitative Experiment
- 11.5 Conclusions
- 12 Numerical Modelling of Electromagnetic Frequency Measurements on Frozen Soils
- 12.1 Introduction
- 12.2 Step 1: Calculation of the Effective Electrical Properties of Samples with Different Cryotextures
- 12.3 Step 2: Day-Surface and Logging Electromagnetic Measurements Simulation for Frozen Soils
- 12.4 Conclusions
- 13 Finite Element Modeling of Discontinuous Suspended Ceiling System with Boundary Constraints
- 13.1 Introduction
- 13.2 Numerical Modeling of the Suspended Ceilings System
- 13.2.1 Configuration of SC System
- 13.2.2 Specimen Tested on Shaking Table
- 13.2.3 Modeling Technique.
- 13.3 Validation of Numerical Model
- 13.3.1 Acceleration Responses
- 13.3.2 Displacement Responses
- 13.3.3 Damage States
- 13.4 Conclusions
- 14 Numerical Modeling and Parametric Studies of RC Shear Wall with Replaceable Corner Components
- 14.1 Introduction
- 14.2 Description of RC Shear Wall with Replaceable Corner Components
- 14.3 Development and Validation of Numerical Model
- 14.3.1 Numerical Modeling
- 14.3.2 Validation of Numerical Model
- 14.4 Parametric Analysis and Discussions
- 14.4.1 Lateral Force-Top Displacement Relationship
- 14.4.2 Energy Dissipation Capacity
- 14.4.3 Residual Deformation
- 14.4.4 Failure Process
- 14.5 Conclusions
- 15 Seismic Vulnerability Analysis of Symbiosis of New-Built Structure and Historic Heritage Architecture Based on Incremental Dynamic Analysis
- 15.1 Introduction
- 15.2 Engineering Background
- 15.3 Ida
- 15.3.1 Seismic Waves
- 15.3.2 Finite Element Analysis
- 15.3.3 Damage Analysis and IDA Curves
- 15.4 Seismic Vulnerability Analysis
- 15.4.1 Parameter Fitting
- 15.4.2 Damage Probability Calculation
- 15.4.3 Seismic Vulnerability Curves
- 15.5 Conclusion
- 16 Optimization of Volumetric Fracturing Parameters for Deep Horizontal Wells Based on Integrated Geological-Engineering Workflow in Tuha Oilfield
- 16.1 Introduction
- 16.2 Overview of Taibei Block
- 16.3 Research Methodology and Process
- 16.4 Establishment of 3D Model of Work Area
- 16.4.1 Three-Dimensional Geological Model and Ground Stress Model
- 16.4.2 Fracture Propagation Simulation and Productivity Simulation
- 16.5 Optimization and Analysis of Fracturing Stimulation Parameters
- 16.5.1 Fracturing Parameter Optimization
- 16.5.2 Optimized Well Production Simulation
- 16.6 Conclusion
- 17 Effects of Loading Direction and Strain Rate on Mechanical Properties and Failure Modes of Teak.
- Notes:
- Description based on publisher supplied metadata and other sources.
- Other Format:
- Print version: Li, Shaofan Computational and Experimental Simulations in Engineering
- ISBN:
- 9783031425158
- 3031425154
- OCLC:
- 1415897962
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