Simulation of Fresh Concrete Flow State-of-the Art Report of the RILEM Technical Committee 222-SCF /
This work deals with numerical simulations of fresh concrete flows. After the first introductory chapter dealing with the various physical phenomena involved in flows of fresh cementitious materials, the aim of the second chapter is to give an overview of the work carried out on simulation of flow o...
| Συγγραφή απο Οργανισμό/Αρχή: | |
|---|---|
| Άλλοι συγγραφείς: | , |
| Μορφή: | Ηλεκτρονική πηγή Ηλ. βιβλίο |
| Γλώσσα: | English |
| Έκδοση: |
Dordrecht :
Springer Netherlands : Imprint: Springer,
2014.
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| Σειρά: | RILEM State-of-the-Art Reports,
15 |
| Θέματα: | |
| Διαθέσιμο Online: | Full Text via HEAL-Link |
Πίνακας περιεχομένων:
- Introduction
- Physical Phenomena Involved In Flows Of Fresh Cementitious Materials
- Introduction
- Is Concrete A Discrete Or A Continuum Material?
- Macroscopic Rheological Behavior
- Multi-Scale Approach
- Particle Interactions
- Stability And Static Segregation
- Dynamic Segregation And Granular Blocking
- Fiber Orientation And Induced Anisotropy
- Thixotropy And Transient Behavior
- Behavior At The Walls
- References
- Computational Fluid Dynamics
- Introduction To Computational Fluid Dynamics
- Material Behaviour Law
- Solving A Fluid Problem
- Analytical Solutions
- Numerical Solution
- Simulation Of Fresh Cementitious Materials
- References
- Simulation Of Fresh Concrete Flow Using Discrete Element Method (Dem)
- Introduction
- Discrete Element Method
- Simulating Concrete Flow Using Dem
- Calibration And Verification
- Industrial Applications
- Future Perspectives
- Summary
- Rerefences
- Numerical Errors In Cfd And Dem Modeling
- Introduction
- Basics Of Cfd – Understanding The Source Of Errors
- Numerical Errors (E1)
- Coding Errors (E2)
- User Error (E3)
- Error From Input Uncertainties (U1)
- Physical Model Uncertainty (U2)
- Sources Of Numerical Error In Dem Simulations
- References
- Advanced Methods And Future Perspectives
- Introduction
- Case Studies
- References.
