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The Animals Finally Lose it in South Florida
I guess any creature can only take so much:
Two lemurs were captured early Monday morning after they escaped from their cages and one scratched a 2-year-old girl.
About 2 a.m., North Miami Beach Police received the call about the lemurs which were loose near 2049 NE 173rd Street.
“This is the first time I’ve been dispatched to a call like this,” said North Miami Beach Police Sgt. Richard Rand.
Regulars of this blog know that I refer to South Florida as the place “where the animals are tame and the people run wild”. This is why the call to the police was the first of its kind. South Florida cops are used to people acting this way, but lemurs…that’s something of a novelty.
But face it: if you were caged up and had to live with a bunch of South Floridians, wouldn’t you crack up sooner or later?
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Pulling the Plug on Canterbury
Ever since the hapless Rowan Williams began his exit from the stage of Lambeth Palace, and the former oil executive Justin Welby began measuring the curtains, there has been a great deal of optimism about the future course of the Church of England. Would there be a way of putting the Communion back together again? Would the revisionists be sent packing from Albion’s state church? Would the Evangelicals be triumphant in the end, as their numbers show they should? Once again we see hopeful signs.However, in the Anglican Communion, which has in the eyes of much of Christianity the reputation of boring, repetitious liturgy and even more boring homiletics, there’s never a dull moment, and even before the mitre was officially passed the word got out that Canon Jeffrey Johns, the poster child for full inclusion of LGBT people in the life of the Church of England, was being considered to succeed Welby++ in the see of Durham. This has generated the predictable reaction from the Central African provinces and a cloud for those in the U.S. for whom recognition by Canterbury is the silver lining of ecclesiastical life.
Let’s start with the obvious: does anyone really believe that the relationship between Canon Johns and his partner is celibate? The LGBT community is about a lot of things these days, but celibacy isn’t one of them: not for themselves, not for anyone else either. If the Church of England seats him on the same throne that once held up N.T. Wright, it would only do so on that representation of celibacy. What’s going to happen if, after this is done, he comes up with the lame “I lied” admission that’s so fashionable these days?
Even if that event doesn’t happen, the transformation of the Church of England into an irreproachable repository of the orthodox faith has more obstacles than somewhat.
The Church of England is, after all, a state church. The brouhaha over women bishops brought threats that the state would take action to override the vote of the laity in the matter. The debate over same-sex marriage in churches has brought similar threats, although these may be abated for the moment. But face it: the Church of England was formed so that it would do the sovereign’s unBiblical bidding about a divorce, so why not do some more unBiblical biddings?
As far as Evangelicals and their numbers are concerned, back home in Palm Beach it wasn’t the number of people you knew, it was whether you knew the right people. The LGBT community has, implicitly or explicitly, worked the system with that ethic, and it didn’t hurt that they were economically privileged in the first place. Our political and other systems, awash in cash and influence-peddling, only have the form of popular choice; the deal is rigged far more than most will realise or admit.
This whole blather about the Evangelicals’ numbers doesn’t matter: the right people have decided, the rest of us just have to deal with the consequences. Has everyone forgotten that the revisionists started out in TEC as a minority, well placed in seminaries? (That, BTW, is the message behind the Louis Giglio fiasco, which has led to responses like this. Personally I think it’s for the best; Christians don’t need to give either the UK or the US any more cred than they have to).
Anglicans are and have been for some time in a place to respond meaningfully to this, because they have a new orthodox centre in Africa and elsewhere. The old colonial powers are doing their best on more than one level to curb their “progeny”, but the world is changing. It’s time for Anglicans to pull the plug on Canterbury, to leave ethnocentric dreams behind and live in a world where the only blood line they’re concerned about is the one started by Jesus Christ himself. And wasn’t that the idea to start with? -
The Geniuses Commit Suicide
One the serious disadvantages of getting a secondary education in the late 1960’s and early 1970’s is that one was exposed to the first wave of “hippie radicals” to escape from our institutions of higher learning with a diploma. In the intervening years the subsequent waves have been merrily doing their damage to the system and the students. Only now are these people either retiring and/or dying in their sins, but the damage is done, as our culture’s current state will attest.
One of those was my freshman and sophomore English teacher. He was, sad to say, enormously influential in my life. I had him for two years as a student and one semester as a coach, and it took about five years for the damage to be undone. (One silver lining: he did introduce me to Tolkien). I knew that what he was saying was depressing, but in the climate of the time it was hard to refute, especially in the milieu I was in. Only when I left that milieu could I make my escape good.
My parents had a far lower impression of this man, and much of that came from the first parent-teacher conference they went to. The basic problem (although he wouldn’t put it this way) was that I was insufficiently deconstructionistic to suit his fancy. Somehow he conveyed this to my parents, who came back with their idea that I was very intelligent and did well elsewhere. His response: yes, but geniuses commit suicide.
I am sure that many of my friends, especially on the left, find me frustrating in that I’m not an activist. That was in part the result of my years in prep school; stuff like this will definitely sour you on the left. The other part is that, in the following years, my contemporaries haven’t done anything but go from one unintrospective volte-face to another, and the subject of human intelligence is one of those.
One of the persistent whines we’ve had to listen to is that our schools have dumbed themselves down and are not producing what they should. I read somewhere that the decline in SAT scores which started in the mid-1960’s wasn’t due to some instantaneous recess in our educational system, but due to the really smart people/achievers basically gave up due to social pressure.
As I’ve documented before, the 1960’s were a revolt against many things. They were anti-scientific, anti-intellectual, certainly anti-“establishment”, and they were also anti-achievement. The basic problem with human intelligence–and to some extent with motivation–is that is isn’t evenly distributed throughout society, and thus is inegalitarian as a result. In a country where all men are created equal, that’s a problem, which explains much of the anti-intellectualism that has existed in our culture. That fact has also bedevilled the left’s quest for equality here and elsewhere, but social pressure is a powerful tool, and you can beat the nerds down if you can get a critical mass of people to do the beating. Those conditions certainly existed in those times.
Sometime in the late 1970’s another critical mass of Boomers came to the realisation that their slouchy ways would guarantee future poverty, something they weren’t ready for. Jimmy Carter had the bad taste to be in office then; they threw him out, elected Ronald Reagan, began the long march of deregulation and tax cuts, and the gifted gravitated towards the financial sector where they proved they were too smart for their own good and everyone else’s.
Today the pseudo-egalitarians have the upper hand, but instead of clarity we have more duplicity. One the one hand we have the endless quest for “equality”: same-sex civil marriage, flattening of income distribution, and our endless fixation with socialisation, which is a way of levelling and controlling people without having to do any work. On the other hand we’re obsessed with raw intelligence, its cultivation in people, and packing those with it off to the “right” schools (assuming they can swing the student loans) so they can use this intelligence to lead a people that no longer have to be led but herded.
We as Americans have never figured out whether we value intelligence or not, so we send mixed signals. Today, the question is whether it’s worth the effort to really apply intelligence and achieve in an honest way in the face of the Byzantine legal, regulatory and “gotcha” culture. That’s one reason why we have the mediocre political leadership we have. And that’s why I, as much now as in the day, find it supremely problematic to make progress in our political and social systems given their equivocal nature and potential for unintended (and potentially disastrous) consequences given the duplicitous nature of the system itself.
Well, there’s one good thing now. Geniuses don’t have to consider suicide any more. They can just go on the dole.
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Local Stiffness Matrix for Combined Beam and Spar Element With Axial and Lateral Linear Resistance
Our objective is to develop an element with the following characteristics:
- Two-dimensional, two node element
- Euler-Bernoulli beam theory
- Axial stiffness (“spar” type element)
- “Beam on elastic foundation” characteristic
- Axial elastic resistance
Although it is doubtless possible to start with a single weak-form equation and develop the stiffness matrix, it is more convenient to develop the axial and bending local stiffness matrices separately and then to put them together with superposition.
Both spar and beam elements generally use two nodes, one at each end. For this derivation all of the constants (beam elastic modulus, moment of inertia, cross-sectional area and spring constants) will be assumed to be uniform the full length of the element. If one desires to model non-uniform beams, one can either develop an element with the desired non-uniformity or use more elements, and we see both in finite element analysis.
Let us start with the bending portion. The weak form of the equation for the fourth-order Euler-Bernoulli beam element is
where
is the Young’s modulus of the material and
is the moment of inertia of the beam. The variable
represents the continuous spring constant along the length of the beam relative to the displacement of that beam, the “beam on elastic foundation.” The variable
is a uniform load along the beam. The equations were derived using Maple with the idea of the results used on FORTRAN 77, thus the naming convention of some of the variables. An explanation of the weak form, its derivation and the significance of
and
can be found in a finite element text such as this.
At this point we need to select appropriate weighting functions for the equation. For beam elements we choose weighting functions to satisfy the Hermite interplation of the two primary variables at local nodes 1 and 2, to wit
where
are the “displacements” for nodes
1 and 2 andare the first derivative slopes
at these nodes.This can be expressed in matrix form as follows:
Inverting the matrix, we have
Multiplying the result, we have for the coefficients
The weighting function in its complete form is thus
This breaks down in to weighting functions for each independent variable as follows:
additionally assuming that
If we substitute these weighting functions into the weak form of the governing equations, perform the appropriate substitution, differentiation, integration and algebra, the first term results in the following stiffness matrix:
The second term (for the “elastic foundation”) yields the following stiffness matrix:
The combined local stiffness matrix for bending only is
The FORTRAN 77 code for this is as follows:
K(1,1) = 12/he**3*E1*XI1+13.E0/35.E0*he*g
K(1,2) = -6/he**2*E1*XI1-11.E0/210.E0*he**2*g
K(1,3) = -12/he**3*E1*XI1+9.E0/70.E0*he*g
K(1,4) = -6/he**2*E1*XI1+13.E0/420.E0*he**2*g
K(2,1) = -6/he**2*E1*XI1-11.E0/210.E0*he**2*g
K(2,2) = 4/he*E1*XI1+he**3*g/105
K(2,3) = 6/he**2*E1*XI1-13.E0/420.E0*he**2*g
K(2,4) = 2/he*E1*XI1-he**3*g/140
K(3,1) = -12/he**3*E1*XI1+9.E0/70.E0*he*g
K(3,2) = 6/he**2*E1*XI1-13.E0/420.E0*he**2*g
K(3,3) = 12/he**3*E1*XI1+13.E0/35.E0*he*g
K(3,4) = 6/he**2*E1*XI1+11.E0/210.E0*he**2*g
K(4,1) = -6/he**2*E1*XI1+13.E0/420.E0*he**2*g
K(4,2) = 2/he*E1*XI1-he**3*g/140
K(4,3) = 6/he**2*E1*XI1+11.E0/210.E0*he**2*g
K(4,4) = 4/he*E1*XI1+he**3*g/105The vector for the last term is
and the FORTRAN for this is
te(1,1) = he*t/2
te(2,1) = -he**2*t/12
te(3,1) = he*t/2
te(4,1) = he**2*t/12Now let us turn to the spar element part of the stiffness matrix. The weak form equation for this is
Here
is the cross-sectional area of the beam,
is a distributed axial spring constant along the spar, and
is a distributed axial force along the element. To integrate from
to
is no different than doing so from
to
, only the coordinates change.
In this case we select linear weighting functions, to wit
If as before we do the substitutions and integrations, we end up with a local stiffness matrix for the spar element only as follows:
FORTRAN code for this is
K1(1,1) = E1*A/he+c*he/3
K1(1,2) = -E1*A/he+c*he/6
K1(2,1) = -E1*A/he+c*he/6
K1(2,2) = E1*A/he+c*he/3The right hand side vector is as follows:
and the code for this is
fe1(1,1) = he*q/2
fe1(2,1) = he*q/2Now we need to combine these. We note that there are three variables:
- x displacement (spar element only)
- y displacement (beam element only)
- rotation (beam element only)
We thus construct a
element with the rows and columns in the above order, repeated twice each way for the two nodes. Doing this results in the following local stiffness matrix:
or in code
K2(1,1) = E1*A/he+c*he/3
K2(1,2) = 0
K2(1,3) = 0
K2(1,4) = -E1*A/he+c*he/6
K2(1,5) = 0
K2(1,6) = 0
K2(2,1) = 0
K2(2,2) = 12/he**3*E1*XI1+13.E0/35.E0*he*g
K2(2,3) = -6/he**2*E1*XI1-11.E0/210.E0*he**2*g
K2(2,4) = 0
K2(2,5) = -12/he**3*E1*XI1+9.E0/70.E0*he*g
K2(2,6) = -6/he**2*E1*XI1+13.E0/420.E0*he**2*g
K2(3,1) = 0
K2(3,2) = -6/he**2*E1*XI1-11.E0/210.E0*he**2*g
K2(3,3) = 4/he*E1*XI1+he**3*g/105
K2(3,4) = 0
K2(3,5) = 6/he**2*E1*XI1-13.E0/420.E0*he**2*g
K2(3,6) = 2/he*E1*XI1-he**3*g/140
K2(4,1) = -E1*A/he+c*he/6
K2(4,2) = 0
K2(4,3) = 0
K2(4,4) = E1*A/he+c*he/3
K2(4,5) = 0
K2(4,6) = 0
K2(5,1) = 0
K2(5,2) = -12/he**3*E1*XI1+9.E0/70.E0*he*g
K2(5,3) = 6/he**2*E1*XI1-13.E0/420.E0*he**2*g
K2(5,4) = 0
K2(5,5) = 12/he**3*E1*XI1+13.E0/35.E0*he*g
K2(5,6) = 6/he**2*E1*XI1+11.E0/210.E0*he**2*g
K2(6,1) = 0
K2(6,2) = -6/he**2*E1*XI1+13.E0/420.E0*he**2*g
K2(6,3) = 2/he*E1*XI1-he**3*g/140
K2(6,4) = 0
K2(6,5) = 6/he**2*E1*XI1+11.E0/210.E0*he**2*g
K2(6,6) = 4/he*E1*XI1+he**3*g/105As long as all of the elements line up along the x-axis, we are done. But we know that this cannot always be the case. So we need to effect a rotation of the local stiffness matrix. Since each element can be either oriented differently, of different length or both, we need
to rotate the local stiffness matrix before inserting it into the global one. The rotation matrix is
where
and
are the angles of the elements from the x-axis. To effect a rotation, we need to first premultiply the matrix $K$ by the inverse of
and then postmultiply the result by
. That process is somewhat simplified by the fact that
is orthogonal; thus, its inverse and transpose are identical. Going through that process, the rotated local stiffness matrix is (in code only; we have overwhelmed WordPress’ LaTex conversion capability):
Kglobal(1,1) = cosine**2*(E1*A/he+c*he/3)+sine**2*(12/he**3*E1*XI1
#+13.E0/35.E0*he*g)
Kglobal(1,2) = cosine*(E1*A/he+c*he/3)*sine-sine*(12/he**3*E1*XI1+
#13.E0/35.E0*he*g)*cosine
Kglobal(1,3) = -sine*(-6/he**2*E1*XI1-11.E0/210.E0*he**2*g)
Kglobal(1,4) = cosine**2*(-E1*A/he+c*he/6)+sine**2*(-12/he**3*E1*X
#I1+9.E0/70.E0*he*g)
Kglobal(1,5) = cosine*(-E1*A/he+c*he/6)*sine-sine*(-12/he**3*E1*XI
#1+9.E0/70.E0*he*g)*cosine
Kglobal(1,6) = -sine*(-6/he**2*E1*XI1+13.E0/420.E0*he**2*g)
Kglobal(2,1) = cosine*(E1*A/he+c*he/3)*sine-sine*(12/he**3*E1*XI1+
#13.E0/35.E0*he*g)*cosine
Kglobal(2,2) = sine**2*(E1*A/he+c*he/3)+cosine**2*(12/he**3*E1*XI1
#+13.E0/35.E0*he*g)
Kglobal(2,3) = cosine*(-6/he**2*E1*XI1-11.E0/210.E0*he**2*g)
Kglobal(2,4) = cosine*(-E1*A/he+c*he/6)*sine-sine*(-12/he**3*E1*XI
#1+9.E0/70.E0*he*g)*cosine
Kglobal(2,5) = sine**2*(-E1*A/he+c*he/6)+cosine**2*(-12/he**3*E1*X
#I1+9.E0/70.E0*he*g)
Kglobal(2,6) = cosine*(-6/he**2*E1*XI1+13.E0/420.E0*he**2*g)
Kglobal(3,1) = -sine*(-6/he**2*E1*XI1-11.E0/210.E0*he**2*g)
Kglobal(3,2) = cosine*(-6/he**2*E1*XI1-11.E0/210.E0*he**2*g)
Kglobal(3,3) = 4/he*E1*XI1+he**3*g/105
Kglobal(3,4) = -sine*(6/he**2*E1*XI1-13.E0/420.E0*he**2*g)
Kglobal(3,5) = cosine*(6/he**2*E1*XI1-13.E0/420.E0*he**2*g)
Kglobal(3,6) = 2/he*E1*XI1-he**3*g/140
Kglobal(4,1) = cosine**2*(-E1*A/he+c*he/6)+sine**2*(-12/he**3*E1*X
#I1+9.E0/70.E0*he*g)
Kglobal(4,2) = cosine*(-E1*A/he+c*he/6)*sine-sine*(-12/he**3*E1*XI
#1+9.E0/70.E0*he*g)*cosine
Kglobal(4,3) = -sine*(6/he**2*E1*XI1-13.E0/420.E0*he**2*g)
Kglobal(4,4) = cosine**2*(E1*A/he+c*he/3)+sine**2*(12/he**3*E1*XI1
#+13.E0/35.E0*he*g)
Kglobal(4,5) = cosine*(E1*A/he+c*he/3)*sine-sine*(12/he**3*E1*XI1+
#13.E0/35.E0*he*g)*cosine
Kglobal(4,6) = -sine*(6/he**2*E1*XI1+11.E0/210.E0*he**2*g)
Kglobal(5,1) = cosine*(-E1*A/he+c*he/6)*sine-sine*(-12/he**3*E1*XI
#1+9.E0/70.E0*he*g)*cosine
Kglobal(5,2) = sine**2*(-E1*A/he+c*he/6)+cosine**2*(-12/he**3*E1*X
#I1+9.E0/70.E0*he*g)
Kglobal(5,3) = cosine*(6/he**2*E1*XI1-13.E0/420.E0*he**2*g)
Kglobal(5,4) = cosine*(E1*A/he+c*he/3)*sine-sine*(12/he**3*E1*XI1+
#13.E0/35.E0*he*g)*cosine
Kglobal(5,5) = sine**2*(E1*A/he+c*he/3)+cosine**2*(12/he**3*E1*XI1
#+13.E0/35.E0*he*g)
Kglobal(5,6) = cosine*(6/he**2*E1*XI1+11.E0/210.E0*he**2*g)
Kglobal(6,1) = -sine*(-6/he**2*E1*XI1+13.E0/420.E0*he**2*g)
Kglobal(6,2) = cosine*(-6/he**2*E1*XI1+13.E0/420.E0*he**2*g)
Kglobal(6,3) = 2/he*E1*XI1-he**3*g/140
Kglobal(6,4) = -sine*(6/he**2*E1*XI1+11.E0/210.E0*he**2*g)
Kglobal(6,5) = cosine*(6/he**2*E1*XI1+11.E0/210.E0*he**2*g)
Kglobal(6,6) = 4/he*E1*XI1+he**3*g/105The use of “sine” and “cosine” for the trigonometric functions makes it possible to compute these once for each matrix, thus speeding up computations.
One possible application of such a element is with driven piles or deep foundations in soil; the element can be used for both axial and flexural loads. The biggest problem is that the soil response is never linear, so they cannot be used in a “straightforward” fashion, but iteratively.
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Some Thoughts on the "Three Streams" Business
I’ve thought about writing this for some time, but Stand Firm in Faith is doing what they do best: standing firm, in this case against the “Three Streams” concept of Anglicanism. Since I have, indirectly, been accused of holding this idea–and more recently gotten myself bogged down in an unedifying debate on the subject of the origins and nature of Anglicanism–and at the risk of starting the blogger’s equivalent of Groundhog Day again, I’d like to say a few things about this.
First, I don’t think that the composite nature of Anglicanism is the result of a conscious effort on the part of its founders. The whole beginning of the Church of England is a messy, complicated affair that does nothing for the self-proclaimed role of the English-speaking peoples as the human race’s guardians of liberty. It was in fact a brutal, zig-zag process which cost many of its participants on both sides their lives. The result was a church basically Reformed in doctrine but with a number of residual “outs” that would either enrich it or come back to haunt it, depending upon how you look at the situation.
Second, the lack of human intentionality doesn’t preclude the fact that God is working in a process even when it looks to us to be flawed or not in a “straight line”. Too much of the discussion in the Christian world centres around how this or that tradition, institution or doctrinal system is “seamlessly” descended both from above and from the origins of the faith. The Orthodox, for example, would like for you to think that the Apostles were crossing themselves with three fingers and chanting the Thrice-Holy Hymn (with or without the additions of the Peter the Fuller) before Acts 2 ends, but we know things are more complicated than that. Part of the nature of the creation is that created beings are imperfect, but that imperfection is the source of their free will. In this time where everything is a “perfect package deal” that gets lost, but it doesn’t change reality.
Third, the adoption of an episcopal form of government was a strategic mistake from the standpoint of having a truly Reformed church. Calvin himself commended the Presbyterian form of government, not only because it squared with his concept of what the church was, but also because it represented a clean break with Roman Catholicism, a break that he, a Frenchman in a country where Catholicism was his major opponent, felt a greater necessity for than those in a country where the Roman Catholic church had been effectively nationalised. I think he knew that, if the bishops were allowed to hang around, sooner or later someone would get the idea that we should start drifting towards Rome. It took three centuries for that to happen, but happen it did. Calvin may have been wrong about many things, but he wasn’t stupid.
There were those in England who agreed with Calvin, and much of the unrest in the seventeenth century leading up to Cromwell stemmed from that agreement. There was also the example of the Scots, who did adopt Calvin’s model. But if there’s one thing the English hate just about more than anything else, it’s being upstaged by the Scots.
Turning from that unpleasant thought, we need to consider another aspect of the “three streams” analogy that gets overlooked: what happens when the streams overflow their banks. Much of the impact of Anglicanism on Christianity in general takes place outside of the Anglican confine, and in turn those influences have come back to the Anglican world in one fashion or another. Other than the residual influence of non-Anglican churches which come out of an Anglican culture (I think of the West Indies at this point) the biggest overflow is the Wesleyan movement. John Wesley never intended to be anything than an Anglican, and his idea is deeply rooted in Anglicanism, but ultimately it had to go outside of the confines of the Anglican world to flower. When it did, Protestant Christianity found the strongest alternative to a purely Reformed construct that it has ever had, and of course modern Pentecost came out of the Wesleyan tradition.
Finally, most discussions of streams and what centre on doctrine when the key question is ecclesiology. I’ve written about this before, but the question we must answer is this: is the church a formal mediator between man and God? And can the church ultimately make divinely authoritative pronouncements on the meaning and definition of our faith? These, more than anything, are the questions that separate churches which profess and call themselves Protestant and Roman Catholicism. Anglo-Catholicism is little more than a formalistic spirituality if it does not affirm that it too can bind and loose in the same sense as the Roman Catholic Church, and Anglo-Catholics are not univocal on this.
So there we are. How to sort this out in one ecclesiastical “structure” where revisionists really make a mess out of things and have the upper hand in many high places is the ongoing challenge in the Anglican-Episcopal world. If we keep our eyes on the essentials, and realise that the messy origins neither prevent progress nor offer perfect uniformity, we’d go a long way towards realising God’s plan for the Anglican world, if not ours.
