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       Minutes: 17th Fluid-Structure Interaction Advisory Group


 

Minutes of the Meeting on 30 April 2001

Present:     Keith Austin (Flowmaster), Bruno Brunone (Perugia University), Mohamed Ghidaoui (Hong Kong), Christina Giannoppa (King’s College) Chris Greenshields (King’s College), Zhao Ming (Hong Kong) Arris Tijsseling (Eindhoven University), Jim Brown, Della Leslie and Alan Vardy (Dundee University).

Chairman:                Keith Austin

Minutes:                   Della Leslie

Meeting commenced at 10.00 hours.

Apologies:     Sebastien Caillaud (EDF), Martin Hamilton (Independent), Anton Heinsbroek (Delft Hydraulics), Arno Kruisbrink (Delft Hydraulics), Ruud Lemmens (Delft Hydraulics), Simon Pugh (ESDU), Bjørnar Svingen (Kvaerner), Patrick Vaugrante (EDF), Lixiang Zhang (Kunming University of Science and Technology).

Preliminary Items

  • Keith Austin was welcomed back as chairman
  • The group wished Bruno a happy birthday.
  • The minutes from the last meeting were approved.
  • A revised agenda was distributed (due to cancellations).

Item 1.                   Practical guidelines for FSI in pipelines - progress and results + life in France

Della Leslie gave a presentation covering the progress of the current project at Dundee: Practical guidelines for FSI in pipelines. She began by listing the three objectives the project aimed to complete.

To identify the features of pipe systems that cause greatest susceptibility to risk of damage through fluid-structure interaction;

To identify the minimum acceptable capabilities of methods of analysis suitable for assessing fluid-structure interaction;

To express these outcomes in a manner that will reduce significantly the uncertainties faced by designers of pipe systems.

Each of the objectives was discussed. Alan suggested that draft “final” reports on objective 1 and on objective 2 should be completed for the next meeting; plus an item discussing these objectives. Della specified two examples (for objective 1) already highlighted: nozzle (EDF) and valves too close to bend. Alan suggested as examples: bends (free), combination of bends, moving supports, excitation. Chris asked whether it would be possible to rank features? Alan noted that the final report (in 18 months) should list features agreed upon by group. Mohamed asked what is defined by damage? Arris said that this be defined as unwanted system behaviour.

Della said there was too much work possible for the project and it was essential to reduce this to manageable amount. Keith said that FSI needs lots of data and you can reduce data needed by considering part of system. Della agreed, saying that many guesses were unsafe because of system sensitivity and that in analysis needed to determine the extent of this sensitivity.

Arris said that education is important and Keith added that there was much ignorance, even for waterhammer. Mohamed pointed out that most people want simple things (for guidelines). Chris asked whether the aim at the end of project would be an addition to standard codes? Alan emphasised that never aimed to get that far and this would be a purpose of future projects.

Della continued by outlining the work completed so far and the plans for the remaining 18 months of the project (including Gantt chart). Work completed included a review paper, which was given at the last meeting and is to be presented at IAHR meeting at Trondheim in June. The subsystems to be studied have been chosen, software development is on-going, experimental work has begun at EDF and in Dundee is planned to begin in July. Also Della has made the first of two planned visits to EDF. The next 18 months aims to study in detail the five sub-systems – in both time- and frequency-domain. A larger system, which incorporates the sub-systems, will also be examined to determine if its exhibits features from the subsystems. Most importantly is the development of guidelines. It was emphasised that the next group meeting would be of great importance to the project. Since the previous meeting, there had been a change of the chosen sub-systems. A meeting with EDF in January had prompted this. Previously four systems had been chosen – single pipe, single elbow, 3-D elbow pair and 4-elbow system. The new choice is five systems (removing the 4-elbow system in favour of retaining branches) - single pipe, single elbow, 3-D elbow pair, as previous, plus a single T-piece and an elbow and T-piece combination. Thus, both planned experimental systems in Dundee are included as subsystems.

Each of the analysis approaches, time- and frequency-domain, were discussed. Della looked at the capabilities of software, questioning what is each capable of, what do they miss?

In the time-domain, software is being developed using Fortran. It uses a MOC approach with reach-back and adjusted material densities to avoid interpolation. It includes Poisson and Junction Coupling but no damping. The program is structured so that features are isolated in their own procedures and can be tested individually. Each of the coupling mechanisms can be switched off to enable direct comparison between levels of analysis. Examples of results were shown for single pipe and single-elbow subsystems.

In the frequency-domain there are two pieces of software to be used for analysis: software using Mathcad has been developed for simple systems and Circus (EDF). Della explained the advantages and disadvantages of using own/commercial software. Primarily the most important differences are in the speed of calculation (Mathcad calculations are very slow compared to Circus) but in commercial software must be careful to fully understand what each feature actually does. The aim is to compare own software with Circus to ensure a complete understanding. The testing of software was discussed. Della showed an example that compared a single elbow system to a single pipe. By taking limit the second length in the single elbow system to zero, the system should behave like a single pipe – frequency responses showed that this was true. Black-box type testing of modules was discussed. Della said that she wanted to be certain that program is without errors before completing complete parameters studies.

Della summarised the on-going work in the project and a general discussion developed. Della showed the group an EPRI report on a project from 1992 (provided by EDF) that presented guidelines for waterhammer (not all volumes of report were available). Keith said that this appeared very similar to the EU project (WG1-6). Within this report, eight benchmark problems (very complex!) were described that aimed to test commercial software. Della also described a discussion at EDF with an on-site engineer. He emphasised that one of the main problems with on-site work is to determine where to put gauges (quickly) in order to find all characteristics needed. Must be carefully not to position on nodes, but often there is too much information provided - global information can mask local information. Della completed the presentation with a summary of her visit to EDF. She outlined to aims for the visit, including: to understand and use Circus; evaluate other software available; learn about experimental facilities. A discussion of software available developed, in particular: Fortran90 vs. Fortran77 and Maple vs. Mathcad.

Item 2.                   Modelling Blood flow in large arteries and other things

Chris Greenshields outlined plans for new/current project with Christina Giannoppa. He first described the problem of modelling blood flow in large arteries and proposed a solution method:

Poisson Coupling is the dominant phenomena in flexible tubes (junction coupling is usually dominant for rigid pipes). The wave speed in artery is about 5-10m/s with a disturbance speed of 1m/s (In rigid pipes 500m/s wave speed plus disturbance of 0.5m/s). Chris described the need for FSI in blood flow modelling. Wall shear influences development of stenoses (mechanical action and physiological processes) and shear depends on velocity gradient at wall. Chris said that current research doesn’t model problem as wave propagation phenomena and that no deformation is used (only 10% affect therefore assumed not important).

Summary of the problem: Blood and artery interact. For the blood we need a fluid material model (factors to be considered/included - Newtonian/non-Newtonian, non-homogeneous; turbulence; Near wall behaviour) and for the artery a solid material model (factors to be considered/included – viscoelastic; large deformation; geometric model)

Current modelling of FSI involves commercial fluid dynamics software (FV) and commercial stress analysis (FE) coupled using an in-house interface. Chris suggested that a better alternative should treat fluid and structure in single package (Chris chooses FV package). There was a discussion of the modelling techniques and what features are included.

Chris proposed a revised view of blood flow in large arteries – to view the blood + wall as single entity, using a parameter such that 1=fluid, 0=solid. This would enable the same set of equations independent of material, i.e. a general model plus type specific (solid: large deformation, fluid: turbulence, near wall behaviour). It also allows for “in-between” materials. He continued by describing the advantages of using a velocity formulation for non-linear solids and a pressure formulation, before finally highlighting the advantages of single fluid/structure formulation.

The aims of the project are to: validate (get working) the model presented (using FOAM); implement a viscoelastic model; implement a formulation to handle large deformation in the solid; validate against available experimental data and analytical models; and finally to perform simulations.

 

Item 3.                   Experimental plans

This item extended item 1 to cover in more detail the experimental plans in connection with the current project at Dundee. Experimental work is planned at both Dundee and at EDF:

At Dundee we intend to use two 3D configurations (2 elbow pair and elbow and T-piece system). For this Arris has agreed to assist and will visit Dundee for two weeks in July. Initially we will repeat older/existing configuration in order to test the apparatus before beginning the new configurations. The possible problems associated with the proposed systems were discussed – in particular, because the system in 3D, maintaining tension in supporting wires. We aim to keep set-up simple so that can it can be accurately modelled. The reason for choosing the systems were also discussed – new configurations not completed before and they should include all types of motion.

Della presented some of the worked being carried out and planned at EDF. Currently they are examining a single elbow set-up. Initial tests have been completed with the system air filled. This has provided good results – Della presented some of the results found. The water filled system appears to have problems (due to air in liquid) and testing of this is on-going. They also plan to test an in-plane 2-elbow system.

Item 4.       An integrated Air conditioning circuit and cooling circuit simulation model

Keith Austin gave an interesting presentation describing a simulation model for an integrated Air conditioning circuit and cooling circuit developed within Flowmaster. First he gave an-overview of the models used for major components of the AC system (compressor, condenser, evaporator and expansion). The model is a 1D simulation, so that it is reliable, stable, accurate and fast, but it does need good performance data. Each component was validated separately. The model shows how the AC circuit and engine cooling affect each other. The combined analysis leads to better understanding of different cooling strategies and the resultant economic effect (main incentive for such models). A discussion followed, including the merits of 1-D vs. 3-D models and of experimental vs. CFD. Alan emphasised that inherently 1-D behaviour is better modelled by 1-D model and NOT 3-D, saying that we often allow 3D modelist to claim superiority when sometimes there are not. 

Item 5.                   Frequency-domain Analysis

Arris Tijsseling gave the last presentation of the day covering the basics of frequency-domain analysis. He began with the fundamental connection between the time-domain and frequency-domain. First, examine a single sinusoidal wave in the time domain – this equivalent to single point in frequency-domain (amplitude and phase, at given frequency, i.e. 3 numbers represents signal); Two points in the frequency-domain map to a more complex wave; Many points in frequency-domain map to a very complex wave and finally a continuous line (i.e. continuous frequency spectra) in frequency-domain maps to non-periodic signal.

Next, he covered the definition of a Laplace transform – in which s is the Laplace parameter, s is generally contains real and imaginary component. Using s = iw, the Laplace transform maps time-domain to frequency-domain and is used to transform a PDE to an ODE.

In the frequency-domain the TMM (transfer matrix method) relates upstream to downstream values of parameters by a transfer matrix (which includes mechanical impedence, dynamic stiffness apparent mass and boundary conditions). Arris shows an example of the method for a single elbow system. Arris notes Abel’s formula, which relates the limits of frequency to the time domain: limit f = 0 is equal to final steady state; limit f infinite gives initial state.

Finally, Arris discusses the frequency domain in relation to the Dundee experiments: The pressure (using transducer) is measure for 1.5s and using a discrete Fourier Transform gives spectrum. Similar measuring the bending data (using strain gauges) can be transform to provide a spectrum. The results provided good comparison with theoretical results. Arris concluded questioning the life expectancy of the Dundee pipes? Perhaps more than 20 years?

Any other business: Date of next meeting: October 22nd 2001

Item 6.                          Chairman’s Closure

Closure of meeting: at 17:40:07 hours.