The 9/11 Forum

Intelligent and evidence-based discussion of 9/11 issues

Skip to content

v

Welcome
Welcome!

Our vision is to provide a home to sincere 9/11 researchers free from biased moderation and abusive tirades from other members.

You are currently viewing our boards as a guest, which only gives you access to view the discussions. New registration has been suspended.

Models of Inelastic Accretion

Other 9/11 topics of a technical nature.

Models of Inelastic Accretion

Postby OneWhiteEye » Sun Jan 22, 2012 10:34 am

NOTE: this thread originally started as casual musing in the thread Solid mechanics simulacra, of the toy variety, but quickly grew into a subject unto itself, related to the original thread but only loosely.

The purpose is to investigate analytical models of accretion, particularly inelastic, which may be the same thing as dynamic plastic deformation in the grand scheme. One is slanted from the physics perspective, the other from engineering mechanics. Ultimately, while the latter description is correct from a continuum material standpoint, the former seems to embrace the notion of free body participation which would exist internally in some fashion in any real collapse.

The models under discussion are 1D unless otherwise indicated. The development here will focus primarily on an analytic treatment in the continuous domain, but the relation to discrete models and their inner workings will be discussed, too. There is much crossover and tie-in, and it's natural to expect one to validate the others here and there. Finally, this can also be useful in working towards models of granular collapse, which is the specific focus of yet another thread.

What follows is the original post in the toy simulacra thread. It's very basic and really gives no indication of the depth I now wish to explore, time permitting.




I shit this out this evening...


Uniform density ρ given total height H and mass M:
ρ = M/H

The change of mass accumulated with respect to time:
dm/dt = ρdy/dt = ρv

Conservation of momentum in incremental inelastic collision:
mv = (m + Δm)(v + Δv)

Multiplying out quantities in parentheses:
mv = mv + mΔv + vΔm + ΔmΔv

Eliminating original momentum from both sides:
0 = mΔv + vΔm + ΔmΔv

Dropping second order quantity:
mΔv = -vΔm

Dividing both sides by Δt, the increment of time:
mΔv/Δt = -vΔm/Δt

Allow increment to go to infinitesimal:
mdv/dt = -vdm/dt

Substitute expressions for instantaneous acceleration and mass accumulation rate:
ma = -ρv2

Thus the resistive force due to inelastic accretion is:

Fr = -ρv2

where the negative sign indicates the force opposes the direction of motion.

If the moving portion of the mass is subject to gravitational force, then the total force on the moving portion at a given time is

F = mg - ρv2

where m, ρ, and v are all functions of time.

Acceleration is therefore:

a = g - (ρ/m)v2

Since the instantaneous upper block mass m is:

m = ∫ρdy evaluated on [0,y] = ρy

the above relation a = g - (ρ/m)v2 becomes:

a = g - v2/y




This is Cherepanov's equation of motion. Wow, that was easy! Now, how does one get asymptotic approach of acceleration to g/3 from this? Dr. G seemed to know about five years ago over on physorg, didn't say how. Must check Cherapanov's paper. Or brush up on my math.
OneWhiteEye
 
Posts: 5276
Joined: Sat Jul 05, 2008 9:40 pm

 

Re: Solid mechanics simulacra, of the toy variety

Postby OneWhiteEye » Sun Jan 22, 2012 10:49 am

I put this here for academic interest but also to answer an unfounded criticism about only turning out an "odd" equation from time to time under the "pretext of justifying yet more prevarication and/or denying the scientific method."

I mean, ha!
OneWhiteEye
 
Posts: 5276
Joined: Sat Jul 05, 2008 9:40 pm

Re: Solid mechanics simulacra, of the toy variety

Postby OneWhiteEye » Sun Jan 22, 2012 10:30 pm

The treatment above probably parallels the work of shagster (formerly at physorg) pretty closely, I may have even absorbed it by osmosis at some point. That's why I used the vulgar term for defecation in referring to the exposition. It's nothing new, plenty of people have done it, but it wasn't regurgitation because I'd never really thought it through for myself before, which means I've now digested it.

shagster, in turn, used Cherepanov as a springboard. For those who don't know, Cherepanov is both (I believe) a respected scientist and (I know for a fact) pretty far out there in terms of unconventional thought. Bazant was dismissive of Cherepanov's fracture theories, and I have to agree if not for all the same reasons; in many respects the 'observations' he was comparing theory against were further from the mark than Bazant's or others, so a good fit with imaginary observations simply makes a bad fit with reality.

However improbable or even bizarre some of Cherepanov's ideas may be, the equation of motion above - which appears in one of his articles - is quite solid, if a bit limited. I only refer to it as Cherepanov's equation because his is the only published derivation to my knowledge (which is weak). A search for "inelastic accretion" nets mostly the physics of planetary formation, various citations to ONE NASA paper on inelastic accretion in granular flow, and ME.

That's a trip.

It seems to be an underdeveloped subject. I knew about and read both the shagster/Cherepanov derivations without paying much attention to the details. In another thread recently, I mentioned the convergence of acceleration to g/3, and it reminded me of the discussions here on the subject which remained somewhat unresolved. I decided to take a look at the problem from scratch and come up with something which showed why this was expected. Bazant said his treatment led to a g/3 limit. Greening at physorg says the Cherapanov formulation does the same (but curiously doesn't touch it in this thread). Both the simulations of this thread and the Greening style discrete algebraic method say g/3. Seffen says g/2. Who's right?

The first step in getting an answer is doing the mechanics. I did it my own way above and it comes to the Cherapanov result. But this was a first pass, momentum only. Naturally, this is a good time to review the various papers again to follow the momentum-only derivations and note the differences. The actual work on inelastic accretion seems to be subsumed under other headings but is rare in any case. Conversations about this have tended to be muddled, I'd like to sort it out.

Then, if there are any deficiencies in the current models, correct them. Extend it if possible.

There may be a curious inversion of the relationship between the toy simulacra and the analytical models going forward: the former will be used to validate the latter.
OneWhiteEye
 
Posts: 5276
Joined: Sat Jul 05, 2008 9:40 pm

Back to conservation of momentum, Part 1

Postby OneWhiteEye » Sun Jan 22, 2012 11:36 pm

The first inadequacy is the model being momentum-only. If this is where Cherapanov stopped the conventional dynamic analysis, he stopped too soon. Nevertheless, it's a formidable bridge to cross. The analysis above makes clear the contrivance that accreted matter is subject to gravitational force but unaccreted matter is left undefined in this respect. A profoundly unphysical situation for the most part; it's hard to even imagine a material or system which satisfies the implied constraints.

Stationary portions of the structure/medium must maintain their position until impacted, at which point only inertial resistance retards motion induced by collision.

How is that? It seems like the equation of motion is great for zero-g or horizontal particulate accretion, but things go awry with vertical motion in gravity because there's no way a portion of a structure - or anything, particulate for that matter - can remain stationary without a constraining force to keep it in place against gravitational force. In a building, that means static self-support capability, scaled by load (non-constant vertically) usually with a considerable margin of safety.

This immediately leads to potential confusion. Once there's a quasi-rigid medium coupled to ground undergoing a vertical collapse, the issue of conservation of momentum becomes quite sticky. Earlier in this thread, I wrote a post that reads like a waffle house menu... is momentum conserved or not? Akareyon even called me on it at ATS, saying:

Akareyon at ATS wrote:"TBH, I read your ponderings "is momentum conserved, yes, no, a little, some more, a little less" and they somewhat scared me..."


My response to this was a little better, I think, but relied on prior background covered in the waffle thread.

I wrote:I totally understand why that might make you apprehensive, after all isn't it a physical law that momentum is always conserved? Yes, but only if the entire system is considered. Here, the entire system is the building+Earth and, at that scale, momentum is indeed conserved. When ignoring the planet, as we are, momentum is most assuredly NOT conserved. What was the momentum of the rubble pile? Zero. QED.

The tower is coupled to ground. As the upper section begins to descend, the lower section (despite experiencing overload conditions locally) experiences a time-averaged force less than the static load of the upper section. The lower section unloads. As a result, the Earth moves up to meet the falling upper block!

You really want to go there, or would you rather acquire confidence that I'm absolutely correct that momentum is not conserved in the system under study?


and

I wrote:In the last post, I confirmed that I agree with the basic tenets of classical mechanics by saying momentum is conserved globally but specified correctly that momentum is not conserved locally - at the scale of the tower.

Now, please allow me to tug you back the other way. I claim momentum IS conserved locally at a finer granularity, at least with respect to the slab models I was discussing in the writings which apparently disturbed you, and of the type we're discussing here. An abstraction is that collisions between slabs occur instantaneously, therefore no displacement occurs during collision and no work can be done against coupling to ground. Therefore, momentum IS conserved during collision. Good thing, too, because without some invariant, the mechanical problem cannot be solved.

Now, do you understand the back-and-forth? It wasn't waffling, it was analysis.


It's not an easy notion to understand. I recall seeing a discussion between a cretin I shan't name (this time) and a university physics professor where the prof didn't understand the subtleties of this issue, and broadly claimed momentum conservation inapplicable. Fairly smart people with relevant background don't understand this. What's more, I'd say the jury is still out on precise lines of applicability.

The beauty of a discrete model with 'instantaneous' collisions is that momentum can be assumed to be conserved locally but not globally. Theoretically, it should be possible to move from discrete to continuum in the limit, and converge on stable, uniform properties. Indeed, this is something shagster asserted in the referenced discussion and I've found to be true (for the most part) in all the discrete models I've used.

When going forward with that, however, a couple of things jump out. The continuum formulation above, as far as I know, has not actually been compared with output from a discrete model. The agreement is surmised, but I should like to verify it. The other puzzling thing is that a continuum is founded on infinitesimal action, but does not embody the concept of 'instantaneous' in the same way that the discrete model does. This is worthy of deeper exploration because it really comes down to the same premise which caused the physics prof to believe the problem could not involve momentum conservation, whereas the truth may be subtly different: the continuum problem may not involve momentum conservation.

The import is significant: how can the discrete methods converge on their continuous counterparts if the two stem from entirely different base conservation assumptions? This seems a sure recipe for disagreement, superficially. It should be interesting to resolve this conflict and illuminate the mechanisms at play.
OneWhiteEye
 
Posts: 5276
Joined: Sat Jul 05, 2008 9:40 pm

Back to conservation of momentum, Part 2

Postby OneWhiteEye » Mon Jan 23, 2012 12:19 am

In moving to a continuum, there is no opportunity for or notion of an idealized, instantaneous collision which can accrue mass inertially without doing work against a retarding force. Only the analytical treatment can use this idealization precisely, the slab simulations can only approximate it (fairly well in most cases). While agreement may be good to first order between idealized algebraic discrete models and approximations of such in simulations, the continuum model must directly address this issue whether formulated from the ground up or obtained in the limit of a discrete model.

Examining the formulation above, it would seem there are two approaches to introducing other forms of dissipation:

1) a per-unit-length energy dissipation added at the beginning of the formulation
2) a corrective force added as a term in the final equation

Both suffer from problems. Both leave the issue of momentum conservation itself untouched and are really bringing ad-hoc correction to the issue that momentum really isn't conserved on any level anymore, although the second makes this shortcoming more obvious.

In the first case, a differential measure of mechanical work is not necessary synonymous with accurate accounting for a non-conserving system. This is a subtle trip hazard; intuitively, I think an experienced mechanician would take it as given that there is some analytical or empirically-derived set of terms which can provide a true solution, even if it's practically impossible to specify them. But where is the formal proof of such? I don't know that the actual mechanics of such a non-linear system is captured by this apparently primitive process.

In the second case, there is an immediate problem of 'jumping ahead to the answer' in that a dissipative force term simply added in is of value only when you have data but no analytical treatment. That is, you can say you know there are sinks and what some of them may be, but you don't know how to compute their magnitude. When there is data, it may be possible to to fit experimental coefficients and come up with a very powerful predictive tool, all without significant understanding of the underlying mechanisms. Not so useful in this context.

Since the entire treatment, after energy dissipation is axiomatically introduced through inelastic accretion, is a force-based Newtonian analysis, it will be limited in the same ways compared to an energetic analysis. Traditionally, force methods have been good for treating imposed constraints such as fixed points - a physically unrealizable situation but yet practically true in many mechanical contexts - while energy methods not so much. This is the one plus.

Of necessity due to paucity of data, the first approach is the only viable one. I will assume the correspondence between the approach and whatever the actual mechanics of the system may be. Specifically, this is the assumption that the problem can be solved by the superposition of inelastic accretion plus a variable number of differential displacement sink terms.
OneWhiteEye
 
Posts: 5276
Joined: Sat Jul 05, 2008 9:40 pm

Back to conservation of momentum, Part 3

Postby OneWhiteEye » Mon Jan 23, 2012 12:47 am

There, now that I've stated it, do you see how weak the assumption is? Where are velocity dependent forces, or more exotic dependencies like material strain, internal degrees of freedom, and thermal wastage? It's a virtual certainty the approach does not capture the true dynamics of any collapsing system!

Moreover, now we get to the sort of issues discussed with Major_Tom and Hambone in the early days of the forum: inelastic collisions make a whole lot of energy go away, and it's not by magic. It does not disappear, but rather leaves the purvey of the system under study as unexamined/hidden/enfolded variables of state. When a collision is declared inelastic, from the typical view of classical mechanics, it is understood that a literally unknown number of events and interactions occur within the idealized encapsulation of a collision transaction. The key is, below a certain level of detail, it doesn't matter what happens. This is inherent to the very vocabulary of collisions as discrete events between otherwise non-interacting bodies.

The situation of a continuum collapse is the complete opposite. It's no longer even meaningful to talk about 'collisions' between isolated bodies, there is only one body partitioned into abstract infinitesimal segments which are really all integral and intimately connected. Motion of one part, however great or small in size, immediately applies forces to the boundaries above and below that part. There are no collisions. Only motion of a field of matter which is taken to be plastically and irreversibly compressible.

The work done in irreversibly compressing the medium IS inelastic loss. This suggests, even warns, that adding sinks beyond inelastic collision runs the risk of co-mingling sinks at best and over-counting losses at worst. Much has been made of this in the past here and elsewhere but, in retrospect, I find the level of discussion to be crude and unnecessarily seat-of-the-pants. All the same, the problem is real and comprehensive explanation (if it exists) is probably only found in the few articles on collapse. Both Bazant and Seffen have been the target of informal accusations of overlooking momentum conservation and, on the flipside, Gordon Ross and ilk have been criticized for invoking abstract inelastic mechanisms AND inelastic mechanical sinks.

The issue is, inelastic mechanical sinks are one of (or sometimes the only) underlying mechanism behind the inelastic nature of collisions between previously isolated bodies. Again, the infinitesimal elements of continuum matter are not isolated bodies. This is microdetail compared to the traditional treatment of inelastic interactions in physics. On the other hand, while engineering mechanics does include deformation, fracture and other modes of loss and deals with it quite extensively, the context is usually quasi-static and/or not solely driven by internal actions of the studied system but by externally imposed forces.
OneWhiteEye
 
Posts: 5276
Joined: Sat Jul 05, 2008 9:40 pm

Homogeneity

Postby OneWhiteEye » Mon Jan 23, 2012 1:11 am

It's pretty clear that a discrete model with 'slabs' (particularly disconnected or held in place by virtualized support) does not reflect the actual structure of any whole building. It can approximate (e.g.) floor collapses to some degree of sufficiency, where the material geometry is indeed discretized in some way. It has also shown to be a decent rough first approximation to treating a whole-building system but those rough edges are pretty glaring.

The continuum model, on the other hand, goes to the opposite extreme. It now becomes very difficult if not practically impossible to precisely handle discontinuities and position-dependent properties. Anything but the simplest of expressions for density, dissipative terms, and the like will immediately render the equations of motion analytically insoluble. That's the general benefit of an analytical approach in the first place, besides gaining understanding.

At least there's some hope in the treatment above, although I haven't done it yet. I have done it computationally, and that's where this is all going anyway because it's going to get ugly fast. However, even so, discontinuities are often a problem and specification of piecewise property functions to feed a solver engine decidedly non-trivial effort.

The upshot is that a continuum analysis, unless enormously complex, is going to make a 'smoothie' out of something that really is a heterogeneous configuration of voids and solid shapes having a spectrum of properties. Not automatically a bad or wrong thing, just something to keep in mind.

Both approaches, of course, suffer from the effects of homogenization of both horizontal dimensions to collapse 3D into 1D.
OneWhiteEye
 
Posts: 5276
Joined: Sat Jul 05, 2008 9:40 pm

Consolidation with 'discoveries' in this thread

Postby OneWhiteEye » Mon Jan 23, 2012 1:31 am

Since starting this thread (note:refers to toy simulacra thread), I've learned a lot about this and that, including some things from the experiments conducted and loosely documented here. To me, these were discoveries even if someone had already published on it or even if it was common knowledge in engineering mechanics. Examples are

- convergence of momentum-only to acceleration of g/3
- the fact that a collapse - in it's entirety - really is like a single inelastic collision between the upper part and the lower when the components collide inelastically

The first example led to this latest train of posts; why is there convergence on g/3? The second example has some bearing on developing a more detailed and accurate analytical model, specifically addressing the concerns of the previous posts on how to treat momentum conservation. There appears to be - at least roughly but strongly - the assumed correspondence between model and actual. A linear superposition of inelastic collisions and work done (failing supports) against differential displacement of a system of bodies coupled to ground seems to be pretty much what happens, ignoring any exotic variations like thermal losses or velocity dependence.

I have done quite a few experiments using large numbers of bodies, or stories if you will, both in tall structures and short, and in both analytical and simulation environments. In essence, exploring the transition from discrete to continuous. While not rigorously demonstrated, it appears to be a stable progression to the limit, and means there is an analytical bridge to continuous which only needs to be found.
OneWhiteEye
 
Posts: 5276
Joined: Sat Jul 05, 2008 9:40 pm

(Re)Introducing The Collapse Transaction

Postby OneWhiteEye » Mon Jan 23, 2012 2:14 am

As mentioned in the previous post, simulations show a correspondence between a block-driven collapse of a structure and the notion of an inelastic 'collision' between upper and lower sections, with both sections getting crushed in the process and reduced to a compacted volume. In this sense, there is a collision in the conventional physics usage of the term occurring between two bodies, even if not isolated, even if composed of many smaller collisions between components. By stepping back to the global scale, the sequence of collisions which comprise the totality of a collapse can be treated as a single collision, what I'll call the collapse transaction.

Like two flimsy clay structures deforming, compressing and sticking together upon collision, the upper and lower sections are deforming impactors. It is this deformation which consumes energy to be the inelastic sink. These findings apply to a structure in free space, not fixed to ground, although it doesn't matter if there's gravity or not.

This is a statement of the obvious, in some ways. How could a collision between two objects be anything but a collision between two objects? Well, first of all, there are not two physical objects, there are many physical objects. It is technically a many body problem, albeit highly constrained and in the near-singular world of 1D. There are two logical objects, the collection of moving bodies and the collection of stationary bodies. It's a firm, unambiguous definition for the simple systems considered so far but still conceptual rather than actual. The distinction is unimportant for the most part; a compacted region and initial upper block all 'welded' together may as well be a single body, but the moment acoustic physics (the finite speed of stress/strain transmission) or non-rigid coupling of body masses are taken into account, the distribution of mass in at least the lower portion becomes significant.

I shall avoid all of that and treat the continuum problem as a pair of bodies defined by motion or no motion, so logical body is the same as physical body. This is the only thing which makes sense in a continuous media, homogenous or otherwise. Besides, it will be a while if ever before more than one internal state variable representing compaction is considered.

Still, this problem is unlike typical collisions on the subglobal level because material is being exchanged between bodies - the moving body picks up material from the stationary body. This is the accretion part of the problem, and one thing which makes it trickier than textbook examples. Almost all classical mechanics is done with constant mass. A notable exception is the rocket thrust equation which, when suitably inverted, frames this problem surprisingly well. Not exactly the same, though.

The collapse transaction, though not given a name, was mentioned in this post, where it is said:

I wrote:If collapse goes to completion in a momentum-only (no supports) inelastic configuration, then the entire event can be considered a single inelastic collision in the sense that the final velocity of the debris pile just before hitting ground is that given by a collision between the upper block and the lower block as point masses - ignoring gravitational effects, of course. So, in a horizontal arrangement of inelastic slabs, a single impactor hitting a line of 99 masses has the collective debris zone speed reduced to 1/100th that at the final collision. Makes perfect sense.


One thing to immediately explore is the quantification of effect of support failure energy when coupled to ground. Ideally, simulation experiment will show that a simple load-displacement response for compaction work added to simple inelastic momentum-only accretion provides an accurate solution.
OneWhiteEye
 
Posts: 5276
Joined: Sat Jul 05, 2008 9:40 pm

Bidirectional crushing, compaction

Postby OneWhiteEye » Mon Jan 23, 2012 2:35 am

The issue of rigidity of the upper section in the continuum model is essentially the same as in the discrete model, and basically just a choice as far as I'm concerned, not a problem. It is easier by far to have one degree of freedom so that's my starting point.

When considering an upper block which is rigid by decree, the initial upper section need not have any vertical extent, simply be a planar mass of infinite density. This is the same as the discrete model. Therefore, the driver in the first continuum model may simply be an external impulse - a tap on the head, if you will - together with an optional constant force added which represents the initial static load of the upper section. Mechanically equivalent under some circumstances.

The accumulated debris or compacted zone, in motion with such a 'rigid' upper section, will naturally have spatial extent in cases of finite compaction. Also, like the discrete model, infinite compaction is just the setting of one parameter, so it can be done as a bounding case. We tend to think of material being compacted when its volume is reduced, but mathematically this is the same as having a stretch (reciprocal of compaction) of between 0 and 1. This representation is more convenient for calculation and avoids the singularity of infinite compaction because such is represented as zero stretch.

Academic: Having negative compaction, strangely enough, may be useful and even physically meaningful when interpreted as interpenetration. Stretch greater than 1 - which corresponds to real stretch in tension - is of doubtful value in compression unless you're dealing with release of potential energy by the trigger of pressure or applied force, like an explosive. This would correspond to 'Jiffy popping' on contact.

With respect to crush direction and compaction, little if anything new is introduced by going to a continuum.
OneWhiteEye
 
Posts: 5276
Joined: Sat Jul 05, 2008 9:40 pm

That's it for now

Postby OneWhiteEye » Mon Jan 23, 2012 2:45 am

Originally, I intended to tackle this subject, but then as time went along and the trolls took toll, it fell by the wayside. Lately, my interest in all of this had waned, but being free of distracting crap has made quite a difference in my overall outlook. Things will progress at a snail's pace, as always, and I definitely reserve the right to lose interest again and abandon the effort.

Not having a barrage of stupid at every utterance is big plus, though, can't downplay that. It's a breath of fresh air. So much so that I also reserve the right to unceremoniously extend the vacation of troublesome posters as necessary to preserve this delightful atmosphere.

The subject really does deserve its own thread, and that's probably how it will go, but this is the genesis of the concerns and there will always be crossover, if only for mutual validation.
OneWhiteEye
 
Posts: 5276
Joined: Sat Jul 05, 2008 9:40 pm

OK, a little more

Postby OneWhiteEye » Mon Jan 23, 2012 3:40 am

That's a lot of words without any graphics. Might be nice to see a picture. Here are graphs of position versus time and velocity versus time from the solution of the equation of motion derived above:

Image

This was solved numerically and graphed using ODE Toolkit, which is free. Again a nod to shagster. I downloaded this program because I'd read his posts where he describes solving this very problem with the tool, and it's the only thing I've ever used it for. The post where shagster shows the setup and solution is here, I can't do a better job of explaining it:

http://www.physforum.com/index.php?showtopic=12383&view=findpost&p=172801

I did exactly the same as shagster, except the run length was 100 seconds to allow terminal acceleration to fully manifest. Sure enough, when I do an eyeball measurement of the slope of the velocity graph from 30 to 90 seconds, I get 3.3 m/s², which is not one-third g but close and converging from the right direction.

There is no easier way to play around and get a solution of simple first order ODEs than this product, I just don't do that sort of thing much. On those rare occasions where I have solved differential equations lately, they've been more conveniently set up in other environments like Euler/Maxima and Modelica (also both free). This program, while extremely limited in functionality, is quite simple to use by comparison. I'd encourage anyone interested to download and replicate.

This is very easy, you don't even need to know what you're doing let alone solve a differential equation. Getting an analytical result of g/3 is not as easy, though maybe not hard.
OneWhiteEye
 
Posts: 5276
Joined: Sat Jul 05, 2008 9:40 pm

And more

Postby OneWhiteEye » Mon Jan 23, 2012 4:17 am

ODE Toolkit is nice and definitely easy to use, but is also buggy and user-hostile in a few respects. Doesn't do much beyond solving and graphing, no tabular data and picture export only to PS. However... that easy part is SO easy that it takes about a half hour to explore the close relatives of this equation. For instance, solutions of the equation with added coefficients of terms in v/x, v^2/x, v and v^2:

v' = 9.81 - r*v/x - s*v^2/x - a*v - b*v^2
x' = v
r,s,a,b are constant coefficients

There is, at least at the moment, no physical motivation for this form of equation but it's interesting to check out the variations anyway.

(Please note that, while I chose y as coordinate of motion for the derivation, since it's customarily associated with vertical in most applications, the programs wants the base dependent variable to be x.)
OneWhiteEye
 
Posts: 5276
Joined: Sat Jul 05, 2008 9:40 pm

Effects of coefficients in one form

Postby OneWhiteEye » Mon Jan 23, 2012 5:06 am

Of the coefficients r,s,a,b listed in:

v' = 9.81 - r*v/x - s*v^2/x - a*v - b*v^2
x' = v
r,s,a,b are constant coefficients

these are the effects, or very nearly so:

r => constant acceleration, increasing r is decreasing acceleration
s => terminal acceleration, increasing s is decreasing asymptotic value
a => terminal velocity, increasing a is decreasing time to max and increased max velocity
b => terminal velocity, increasing b is decreasing time to max and increased max velocity
OneWhiteEye
 
Posts: 5276
Joined: Sat Jul 05, 2008 9:40 pm

Re: And more

Postby OneWhiteEye » Mon Jan 23, 2012 7:59 am

OneWhiteEye wrote:ODE Toolkit... no tabular data...

Correction. It had been a while since I'd downloaded it, had an old alpha version (0.9) where the latest version is 1.3. There is now a data tab with tabular data. There is no command to save or export to file, but you can click in the table, press Ctrl-A to select all (Windows, at least), Ctrl-C to copy, then paste as text or formatted into a spreadsheet. The program is somewhat improved, still a little klunky.
OneWhiteEye
 
Posts: 5276
Joined: Sat Jul 05, 2008 9:40 pm

Next



Return to Other technical issues

Who is online

Users browsing this forum: No registered users and 1 guest



suspicion-preferred