
Proceedings of the 1st International Conference on Numerical Modelling in Engineering
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Content
- Intro
- Preface
- Organization
- Organising Committee
- Chairman
- International Scientific Committee
- Contents
- Numerical Geometry Optimization and Modelling of Insulation Filled Masonry Blocks
- Abstract
- 1 Introduction
- 2 Hygrothermal Modelling and Optimization
- 2.1 Optimized Insulation Filled Masonry Block Model
- 2.2 Conjugated Heat and Moisture Transfer
- 2.3 Boundary Conditions and Material Properties
- 2.4 Derivative-Free Optimization
- 3 Results
- 3.1 Hygrothermal Results with the Initial Geometry
- 3.2 Results of the Optimized Cases
- 4 Conclusions
- References
- Stochastic Finite Element Analysis of Nonlinear Beam on Winkler-Pasternack Foundation
- Abstract
- 1 Introduction
- 2 Finite Element Theory for Deterministic Analysis
- 2.1 Geometric Nonlinear Beam
- 2.2 Nonlinear Winkler-Pasternack Foundation
- 3 Spatial Variability Modelling
- 4 Numerical Study
- 4.1 Effect of the Shear Deformation Beam
- 4.2 Effect of the Variation of the Slenderness Ratio and Foundation Type on Timoshenko Beam Response
- 4.3 Probabilistic Analysis for Nonlinear Beam Behavior
- 4.4 Influence of the Coefficient of Variation and Foundation Type on the Beam Response
- 5 Conclusion
- References
- Thermal-Mechanical Coupled Behavior of Sliding Bearings for Seismic Isolation
- Abstract
- 1 Introduction
- 2 Bearing Tests
- 2.1 Concept of Sliding Bearing
- 2.2 Specimen
- 2.3 Test Program
- 2.4 Test Results
- 3 Numerical Analysis
- 3.1 Analysis Flow
- 3.2 Simulation Analysis
- 4 Seismic Response Analysis
- 4.1 Structure Model
- 4.2 Ground Motions
- 4.3 Analysis Results
- 5 Conclusion
- Acknowledgements
- References
- Behaviour of Adjacent Ground and Existing Tunnel According to Locations of Pile Loading
- Abstract
- 1 Introduction
- 2 Numerical Analysis
- 3 Results
- 4 Conclusions
- Acknowledgments
- References
- A Numerical Approach to an Interface Damage Model Under Cyclic Loading
- 1 Introduction
- 2 Description of the Model
- 3 Numerical Solution and Computer Implementation
- 4 A Beam Under a Cyclic Load
- 5 Conclusion
- References
- Numerical Simulations of Precast Thin-Walled Concrete Blocks Forming Coastal Structure
- Abstract
- 1 Introduction
- 2 Computation-Related Details
- 2.1 Model of Novel Thin-Walled Concrete Seawall Block
- 2.2 Loads Exerted on Seawall Consideration
- 2.2.1 Wave Pressure
- 2.2.2 Lateral Earth Pressure
- 2.3 Elastic Foundation
- 3 Results and Discussions
- 3.1 Single Block Analysis
- 3.2 Assemble Blocks Analysis
- 4 Conclusions
- Acknowledgements
- References
- Numerical Study of Heat and Moisture Transfers for Validation on Bio-Based Building Materials and Walls
- Abstract
- 1 Introduction
- 2 Mathematical Models
- 2.1 Formulation of the Problem
- 2.2 Boundary Conditions
- 3 Material Properties
- 4 Numerical Resolution and Validation
- 4.1 Simulation Conditions
- 4.2 Results
- 5 Conclusion
- Acknowledgements
- References
- Modelling Load-Transmission Mechanisms in Axially Loaded RC Columns Retrofitted with Steel Jackets
- Abstract
- 1 Introduction
- 2 Elastic Analysis
- 3 Application to RC Members: Assumptions and Constitutive Relationships
- 4 Calculus Procedure and Practical Examples
- 5 Experimental Comparison
- 6 Conclusions
- References
- Three-Dimensional Analysis of an Innovative Hollow Concrete Block of Interlocking Revetment
- Abstract
- 1 Introduction
- 2 Studied Models
- 2.1 Theoretical Analysis
- 2.2 ANSYS Model
- 3 Results and Discussing
- 3.1 Results of the Full Model
- 3.2 Results of the Specific Edge
- 4 Conclusion
- Acknowledgements
- References
- Effects of Construction Sequence on Reinforced Concrete Building Analysis
- Abstract
- 1 Introduction
- 2 Structural Modelling of Construction Sequence and Time-Dependent Behavior
- 3 Numerical Analysis of a Reinforced Concrete Building
- 3.1 Assessment of Column Displacements Considering Construction Sequence
- 3.2 Estimation of Time-Dependent Effects
- 3.3 Evaluation of Standard and Codes for Time-Dependent Behavior
- 4 Conclusion
- References
- A Six-Variable Quasi-3D Model for Static Analysis of Laminated Composite Plates Using Isogeometric Analysis
- Abstract
- 1 Introduction
- 2 The Plate Formulation Based on Quasi-3D Model in Conjunction with Isogeometric Analysis
- 2.1 Quasi-3D Model for Laminate Composite Plate Formulation
- 2.2 Isogeometric Finite Element for Plate Formulation
- 3 Numerical Results
- 3.1 Plate Under Mechanical Load
- 3.2 Plate Under Sinusoidally Distributed Temperature
- 4 Conclusions
- References
- The Rock Failure Behavior Analysis in Rock Cutting Using Finite Element Analysis
- Abstract
- 1 Introduction
- 2 FE Model of Rock Cutting
- 3 Results and Discussion
- 4 Conclusions
- Acknowledgement
- References
- Coupled Thermal and Mechanical Analysis of Composite Cross Sections During Concrete Hydration Using Mathematical Optimization Strategies
- 1 Introduction
- 2 Thermal Analysis
- 2.1 Heat Transfer in Incompressible Materials
- 2.2 Developement of the Optimization Task
- 2.3 Applying Time Integration Methods of Dynamics to the Thermal Analysis
- 2.4 Thermal Effect Due to the Concrete Hardening Process
- 2.5 Evolution of the Thermal Material Parameter
- 3 Coupling of Thermal and Mechanical Analysis
- 3.1 Coupling Method Employed
- 3.2 Mechanical Analysis
- 3.3 Evolution of the Mechanical Material Parameter
- 4 Application
- 5 Conclusions
- References
- Topology Optimization of an Interlocking Revetment Block
- Abstract
- 1 Introduction
- 2 Concrete Block Model
- 2.1 Theoretical Background
- 2.2 Topology Optimization Model in ANSYS
- 3 Results and Discussion
- 4 Proposed Concrete Block and FEM Analysis
- 5 Conclusion
- Acknowledgements
- References
- Damage Detection in Simply Supported Beam Using Transmissibility and Auto-Associative Neural Network
- Abstract
- 1 Introduction
- 2 Theoretical Derivation
- 2.1 Transmissibility of Motion
- 2.2 Auto-Associative Neural Network
- 3 Numerical Example
- 3.1 Input for AANN
- 3.2 Target for AANN
- 3.3 Damage Detection Procedure
- 3.4 Result Discussion
- 3.4.1 Intact Beam
- 3.4.2 Damaged Beam
- 4 Conclusion
- Acknowledgements
- References
- A Coupled SPH-FEM for Fluid-Structures Interaction Problem with Free-Surface and Revetment Slope Thin-Walled Structures
- Abstract
- 1 Introduction
- 2 Computational Methodology
- 2.1 Fluid Domain
- 2.1.1 SPH Method
- 2.1.2 Governing Equations
- 2.2 Structure Domain
- 2.3 Coupled SPH-FEM
- 3 Validation of the Coupled SPH-FEM Model
- 3.1 Numerical Simulation Set-up
- 3.2 Results and Discussion
- 4 Thin-Walled Revetment Slope Structure
- 4.1 Numerical Model
- 4.2 Numerical Results
- 5 Conclusion
- Acknowledgements
- References
- Incompressible Fluid Computation Based on Polygonal Finite Element
- Abstract
- 1 Introduction
- 2 Stoke Equation Systems
- 3 Approximation Using Finite Elements
- 4 MINI Polygonal Finite Element
- 5 Shape Functions on Convex Polygonal Elements
- 5.1 Wachspress Shape Functions
- 5.2 Bubble Wachspress Shape Functions
- 6 Numerical Test
- 7 Conclusions
- Acknowledgement
- References
- Investigation of Inclined Wellbore Stability Using Numerical Analysis
- Abstract
- 1 Introduction
- 2 Numerical Analysis
- 3 Results and Analysis
- 3.1 The Effects of Temperature and Consolidation Time on Pore Pressure
- 3.2 The Effects of Deviation Angle on Pore Pressure
- 3.3 The Effects of Deviation Angle on Wellbore Stress
- 3.4 The Effects of Consolidation Time on Wellbore Stability
- 3.5 The Effects of Temperature Gradients on Wellbore Stability
- 4 Conclusions
- Acknowledgement
- References
- Size-Dependent Analysis for FG-CNTRC Nanoplates Based on Refined Plate Theory and Modified Couple Stress
- Abstract
- 1 Introduction
- 2 Main Theories
- 2.1 Refined Plated Theory
- 2.2 Modified Couple Stress Theory
- 2.3 Functionally Graded Carbon Nanotube-Reinforced Composites Plates
- 2.4 Weak Form of the Static Bending
- 2.5 A Novel NURBS Formulation Based on Modified Couple Stress Theory
- 3 Numerical Examples
- 3.1 Example 1
- 3.2 Example 2
- 4 Conclusions
- Acknowledgement
- References
- Numerical Modelling of the Thermo-Mechanical Behavior of Concrete Arch Dams During the First Filling of the Reservoir
- Abstract
- 1 Introduction
- 2 Model Definition
- 2.1 Structural and Geotechnical Modelling Issues
- 2.2 Meshing
- 2.3 Contraction Joints
- 2.4 Dam-Foundation Interface
- 3 Loads
- 3.1 Dead Load
- 3.2 Hydrostatic Load
- 3.3 Seepage and Uplift Load
- 3.4 Thermal Load
- 4 Example
- 4.1 Finite Element Model
- 4.2 Thermal Analysis
- 4.3 Mechanical Analysis
- 5 Conclusions
- Acknowledgments
- References
- System Identification Based on Vibration Testing of a Steel I-Beam
- Abstract
- 1 Introduction
- 2 System Identification and Modal Parameters Estimation Techniques
- 2.1 System Identification Methods
- 2.2 Modal Parameters Estimation Techniques
- 3 Experimental Set-Up
- 3.1 Sensor Placement
- 3.2 Collecting Vibration Data
- 3.3 Data Processing
- 4 Experimental Results
- 5 Numerical Model
- 5.1 Data Input
- 5.2 Numerical Results and Comparison
- 6 Conclusions
- Acknowledgements
- References
- Numerical Calibration of a Simplified Model for FRP Confinement of Columns
- Abstract
- 1 Introduction
- 2 Simplified Expressions for Assessing the Effect of FRP Confinement on the Compressive Behaviour of Concrete Columns
- 3 Non-linear FE Analyses
- 3.1 Numerical Models
- 3.2 FE Analysis and Numerical Database
- 4 New Calibration of the Simplified Analytical Models [25]
- 5 Comparisons with Literature Models
- 6 Conclusions
- References
- Correction to: Damage Detection in Simply Supported Beam Using Transmissibility and Auto-Associative Neural Network
- Correction to: Chapter "Damage Detection in Simply Supported Beam Using Transmissibility and Auto-Associative Neutral Network" in: M. Abdel Wahab (Ed.): Proceedings of the 1st International Conference on Numerical Modelling in Engineering, LNCE 20, https://doi.org/10.1007/978-981-13-2405-5_15
- Author Index
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