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Home > ICCM2024, July 15th-18th, Virtual Conference > The 5th International Conference on Computational Methods (ICCM2014) > Presentations and Authors

Title Author contains is
Last name A B C D E F G H I J K L M N O P Q R S T U V W X Y Z All
Track: All Tracks General Papers MS-0: Theory of computational methods MS-1: Computational Mechanics for Solids and Structures MS-2: Optimization Design of Complex Structure Systems MS-3: Particle Based Methods MS-4: Structural Integrity – Fracture Mechanics MS-5: Numerical Methods for Fractional Order Differential Equations and their Optimal by Control MS-6: Numerical methods for two-phase flow and fluid-structure interaction MS-7: Modeling and simulation of functional materials and structures MS-8: Smart and multifunctional composites MS-9: Metaheuristic algorithms and engineering MS-10: Numerical Methods for Damage and Fracture Analyses in Composites MS-11: Large Scale Coupled Problems and Related Topics MS-12: Stochastic Modelling and Probabilistic Engineering MS-13: Atomistic and Continuum Simulations on Materials Strength and Properties MS-14: Structural and material optimization MS-15: Regularization Algorithms in BEM MS-16: Orthopaedic biomechanics and mechano- biology MS-17: Analytical and numerical analysis of electro- and magnetomechanical systems MS-18: Computational and Theoretical Biomechanics MS-19: Modelling and simulating multifield coupling behaviour of smart materials and structures MS-20: Engineering Inverse Problems MS-21: Modelling and Simulation of Fiber-Reinforced Composites, MS-22: Uncertainty Modeling & Reliability Analysis MS-23: Computational Mechanics 0f Cells and Biomaterials MS-24: Atomic and Multiscale Modelling and Simulation MS-25: Recent Advances In Meshfree and Particle Methods MS-26: Soft Matter Mechanics MS-27: Computational Fracture Mechanics for Quasi-Brittle Materials MS-28: Computational Materials Design MS-29: Computational Biomedical Engineering MS-30: Numerical Methods for Engineering Problems with Strong Nonlinearity MS-31: Development and Application of High-order Methods for Compressible and Incompressible Flows MS-32: Molecular Dynamics Simulations on Nanomechanics MS-33: Computational Modelling and Simulation in the Development of Medical Devices MS-34: Weakened-Weak (W2) Form Based Methods and the Applications MS-35: Residual Stresses and Eigenstrains MS-36: Advanced Computational Methods in Limit and Shakedown Analysis of Structures MS-37: Computational Methods for Tensegrity and Tension Structures MS-38: Mechanics and biomimetics of surface and interface MS-39: Advances in Multi-Physics Modelling and its Applications MS-40: Advances in Topology and Shape Optimisation MS-41: Development and application of smoothed finite element method MS-42: Advanced Computational Methods in Underwater Acoustics MS-43: Hybrid Analytical-Numerical Methods MS-44: Multiscale Modeling of Mechanical Property MS-45: Visualization of Large-Scale CAD Model MS-46: Bioacoustics MS-47: FE/DE Method and Applications MS-48: Numerical Simulations in Flow Control MS-49: Computational Studies of Heart Functions MS-50: Advances in Nanomechanics and Multiscale Mechanics in Complex Materials MS-51: Computational Modelling of Materials with Uncertainty MS-52: Efficient Methods for Uncertainty Quantification MS-53: Synergy of Computational and Experimental Mechanics for Materials Characterization MS-54: Inverse Problems, Design and Optimisation under Uncertainties MS-55: Atomistic Modelling and Simulation of Mechanical and Thermal Behaviour of Nanomaterials and Nanostructures MS-56: Recent Advances in Multiscale Numerical Methods for Solid Mechanics MS-57: Linear and Nonlinear Dynamics MS-58: Theoretical and Computational Analyses for Inverse Problems MS-59: Computational Methods and Analysis of Dynamic Phenomena with Contact and Friction Interfaces MS-60: Computational Methods for Extra Degrees of Freedom and Higher Gradients MS-61: Advanced Computational Methods for Modelling of Fracture and Damage MS-62: Advanced Computational Methods and Data Analysis in offshore industry MS-63: Numerical Modelling of Fracture Growth MS-64: Novel Computational Methods for Soft Matters MS-65: Micromechanics

 

General Papers

TPL: Using CFD for Aircraft Aeroelastic and Flight Dynamics Analysis
Ken Badcock

MS-2: Optimization Design of Complex Structure Systems

A Pod-based Reduction Approach For Multiscale Nonlinear Structural Design
Liang Xia, Piotr Breitkopf

MS-3: Particle Based Methods

Analysis of Central Sloshing Experiment Using Smoothed Particle Hydrodynamics (SPH) Method
Sergey K Buruchenko

MS-7: Modeling and simulation of functional materials and structures

Transient dynamic crack analysis in multifield coupled smart functional materials by XFEM
TINH QUOC BUI, Chuangzeng ZHANG, Sohichi HIROSE

MS-10: Numerical Methods for Damage and Fracture Analyses in Composites

Numerical modeling of curvilinear corrugated-core sandwich structures subjected to low velocity impact loading
Tawan Boonkong

MS-12: Stochastic Modelling and Probabilistic Engineering

Sample-based Reliability Estimation Method in Computational Mechanics employing Extreme Value Distribution
Chan Kyu Choi, Anas Batou, Christian Soize, Hong Hee Yoo

Poroelasticity of Polycrystalline Composites and its Relationship to Biopolymer Induced Pore-Clogging Effects for Improving Water-Flood Efficiency
James G. Berryman

MS-29: Computational Biomedical Engineering

Airflow Dynamics in a Short Inhalation
Alister Bates, Raul Cetto, Neil Tolley, Robert Schroter, Denis Doorly

challenge of visualising large airway flows and particle transport
hadrien calmet, Alberto Gambaruto, Guillaume Houzeaux, Allister Bates

MS-35: Residual Stresses and Eigenstrains

Keynote: Hybrid contour method/eigenstrain model for predicting residual stress in glass
Mithila Achintha, Bogdan Balan

MS-42: Advanced Computational Methods in Underwater Acoustics

Keynote: An edge-based smoothed three-node Mindlin plate element (ES-MIN3) for static and free vibration analyses of plates
Chai Ying Bin

MS-43: Hybrid Analytical-Numerical Methods

Non-linear stability analysis of a Darcy flow with viscous dissipation
Michele Celli, Leonardo Alves, Antonio Barletta

Unstable mixed convection in an inclined porous channel with uniform wall heat flux
Antonio Barletta, Michele Celli

MS-56: Recent Advances in Multiscale Numerical Methods for Solid Mechanics

Multiscale Quasicontinuum Approaches for Planar Beam Lattices
Lars Beex, Pierre Kerfriden, S.P.A. Bordas

MS-57: Linear and Nonlinear Dynamics

Keynote: Levitron: an exotic toy of nonlinear and linearised dynamics
Elvio Bonisoli

MS-59: Computational Methods and Analysis of Dynamic Phenomena with Contact and Friction Interfaces

Efficient modelling of drillstring dynamics with spatially localised frictional contacts
Tore Butlin, Robin Langley

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width: 35px; height: 35px; background-color: rgba(128, 0, 128, 0.5); border-radius: 50%; top: 50%; left: 50%; transform: translate(-50%, -50%); animation: explain-selected-growAndFade 2.0s ease-in-out; animation-iteration-count: infinite; } .explain-selected-button.explain-selected-circle:not(.explain-selected-expanded)::after { content: ""; position: absolute; width: 10px; height: 10px; background-color: rgb(128, 0, 128); top: 50%; left: 50%; transform: translate(-50%, -50%); border-radius: 50%; } .explain-selected-button.explain-selected-circle:not(.explain-selected-expanded):hover::after { width: 14px; height: 14px; } @keyframes explain-selected-growAndFade { 0% { width: 10px; height: 10px; opacity: 1; } 100% { width: 30px; height: 30px; opacity: 0; } } .explain-selected-button { display: none !important; width: 120px; height: 28px; border-radius: 4px; border: 0px; position: absolute; z-index: 9999; opacity: 1; cursor: pointer; background: white; text-align:left; font-family: Tahoma,Arial,Helvetica Neue,Helvetica,sans-serif; background-color: #fff; color: #333; } .swal2-icon-show-explainselected { border: none; } .swal2-container p { margin: 0 !important; } .explain-selected-button.explain-selected-text-selected-show-button { display: block !important; } .explain-selected-button.explain-selected-expanded { width: 400px; border: 0px; cursor: default; height: 350px; overflow: auto; box-shadow: rgba(15, 15, 15, 0.05) 0px 0px 0px 1px, rgba(15, 15, 15, 0.1) 0px 3px 6px, rgba(15, 15, 15, 0.2) 0px 9px 24px; } .explain-selected-button.explain-selected-circle:not(.explain-selected-expanded) { width: 35px; height: 35px; background: transparent; border-radius: 50%; opacity: 0.5; } .explain-selected-button.explain-selected-circle:not(.explain-selected-expanded):hover::before { content: ""; position: absolute; width: 35px; height: 35px; background-color: rgba(128, 0, 128, 0.5); border-radius: 50%; top: 50%; left: 50%; transform: translate(-50%, -50%); animation: explain-selected-growAndFade 2.0s ease-in-out; animation-iteration-count: infinite; } .explain-selected-button.explain-selected-circle:not(.explain-selected-expanded)::after { content: ""; position: absolute; width: 10px; height: 10px; background-color: rgb(128, 0, 128); top: 50%; left: 50%; transform: translate(-50%, -50%); border-radius: 50%; } .explain-selected-button.explain-selected-circle:not(.explain-selected-expanded):hover::after { width: 14px; height: 14px; } @keyframes explain-selected-growAndFade { 0% { width: 10px; height: 10px; opacity: 1; } 100% { width: 30px; height: 30px; opacity: 0; } } .explain-selected-button { display: none !important; width: 120px; height: 28px; border-radius: 4px; border: 0px; position: absolute; z-index: 9999; opacity: 1; cursor: pointer; background: white; text-align:left; font-family: Tahoma,Arial,Helvetica Neue,Helvetica,sans-serif; background-color: #fff; color: #333; } .swal2-icon-show-explainselected { border: none; } .swal2-container p { margin: 0 !important; } .explain-selected-button.explain-selected-text-selected-show-button { display: block !important; } .explain-selected-button.explain-selected-expanded { width: 400px; border: 0px; cursor: default; height: 350px; overflow: auto; box-shadow: rgba(15, 15, 15, 0.05) 0px 0px 0px 1px, rgba(15, 15, 15, 0.1) 0px 3px 6px, rgba(15, 15, 15, 0.2) 0px 9px 24px; } .explain-selected-button.explain-selected-circle:not(.explain-selected-expanded) { width: 35px; height: 35px; background: transparent; border-radius: 50%; opacity: 0.5; } .explain-selected-button.explain-selected-circle:not(.explain-selected-expanded):hover::before { content: ""; position: absolute; width: 35px; height: 35px; background-color: rgba(128, 0, 128, 0.5); border-radius: 50%; top: 50%; left: 50%; transform: translate(-50%, -50%); animation: explain-selected-growAndFade 2.0s ease-in-out; animation-iteration-count: infinite; } .explain-selected-button.explain-selected-circle:not(.explain-selected-expanded)::after { content: ""; position: absolute; width: 10px; height: 10px; background-color: rgb(128, 0, 128); top: 50%; left: 50%; transform: translate(-50%, -50%); border-radius: 50%; } .explain-selected-button.explain-selected-circle:not(.explain-selected-expanded):hover::after { width: 14px; height: 14px; } @keyframes explain-selected-growAndFade { 0% { width: 10px; height: 10px; opacity: 1; } 100% { width: 30px; height: 30px; opacity: 0; } } .explain-selected-button { display: none !important; width: 120px; height: 28px; border-radius: 4px; border: 0px; position: absolute; z-index: 9999; opacity: 1; cursor: pointer; background: white; text-align:left; font-family: Tahoma,Arial,Helvetica Neue,Helvetica,sans-serif; background-color: #fff; color: #333; } .swal2-icon-show-explainselected { border: none; } .swal2-container p { margin: 0 !important; }