Tensor Contraction with Metric for Stress Energy: Explained

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Can you contract any part of the stress energy tensor with the metric? Say if you had four components Tu1 and contracted that with g^u1 would that produce an invariant?
 
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Dale said:
No. That is not a valid tensor operation.
It has to be the full tensor in order to contract?
 
You mean, what is ##g_{a1}T^{a1}##, where summation over ##a## is implied? It's the 1,1 component of ##g_{ab}T^{ac}=T_b{}^c##, and components of tensors are not invariants.
 
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Ibix said:
You mean, what is ##g_{a1}T^{a1}##, where summation over ##a## is implied? It's the 1,1 component of ##g_{ab}T^{ac}##, and components of tensors are not invariants.
Thank you that's what was thinking.
 
Ibix said:
You mean, what is ##g_{a1}T^{a1}##, where summation over ##a## is implied? It's the 1,1 component of ##g_{ab}T^{ac}=T_b{}^c##, and components of tensors are not invariants.
Which by itself would be just the 1,1 component corresponding to pressure?
 
dsaun777 said:
Which by itself would be just the 1,1 component corresponding to pressure?
Not strictly. The contraction of your stress-energy tensor twice with the same basis vector is the pressure across a surface perpendicular to that basis vector.

If you are using an orthonormal basis then that contraction is algebraically equal to the 1,1 component of the tensor. But that's not a coordinate-independent statement and it's sloppy to say that "such and such a component is such and such an observable". It's acceptable-but-sloppy if you specify an orthonormal basis, and technically wrong if you don't.
 
Ibix said:
Not strictly. The contraction of your stress-energy tensor twice with the same basis vector is the pressure across a surface perpendicular to that basis vector.

If you are using an orthonormal basis then that contraction is algebraically equal to the 1,1 component of the tensor. But that's not a coordinate-independent statement and it's sloppy to say that "such and such a component is such and such an observable". It's acceptable-but-sloppy if you specify an orthonormal basis, and technically wrong if you don't.
A coordinate independent statement would have to be the full contracted tensor ie. The trace?
 
No - or rather, the trace isn't the only coordinate-free thing you can construct. Any contraction that has no free indices will do. ##u^au^bT_{ab}## is the energy density measured by an observer with 4-velocity ##u##, for example.

If you pick an orthonormal basis that treats that observer as at rest then ##u^t=1## and all other components are zero. Then the contraction above is numerically equal to ##T_{tt}##. But that's a bit like saying (in Newtonian physics) that if my velocity is 1 m/s then my momentum is equal to my mass. Numerically it's fine, but it's very sloppy - and isn't even numerically fine if I switch to a unit system where 1 m/s isn't 1 unit.
 
Do you know of any sources that describe the traces and invariants of the stress energy
 
Note that ##G^{ab}=8\pi T^{ab}##, so discussion of the Einstein tensor applies to the stress-energy tensor too.

MTW covers the contractions of the stress-energy tensor with various combinations of basis vectors/one-forms. I don't know about other contractions. ##T^a{}_a## and ##g_{ab}T^{ab}## are the only ones I can think of immediately. The trace is, of course, simply related to the Ricci scalar, but I don't know what you might use the other for.
 
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Ibix said:
I don't know about other contractions. ##T^a{}_a## and ##g_{ab}T^{ab}## are the only ones I can think of immediately.

Those are the same thing, they're both the trace. The other obvious one is ##T^{ab} T_{ab}##.
 
PeterDonis said:
Those are the same thing, they're both the trace. The other obvious one is ##T^{ab} T_{ab}##.
D'oh! Of course they are - I'm just lowering an index (##g_{ab}T^{ac}=T_b{}^c##) then contracting the free indices on that. Do you know if your other one is useful for anything? Edit: it kind of looks like a "modulus-squared" of the tensor, if that makes sense.
 
Ibix said:
Do you know if your other one is useful for anything?

I have not seen it used for anything in the case of the stress-energy tensor, but in the case of the EM field tensor ##F_{ab}##, the corresponding invariant ##F^{ab} F_{ab}## is used often.
 
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dsaun777 said:
Can you contract any part of the stress energy tensor with the metric? Say if you had four components Tu1 and contracted that with g^u1 would that produce an invariant?
Why don't you transform the components and check explicitly? :)
 
haushofer said:
Why don't you transform the components and check explicitly? :)
It gets tricky when you change the type of matter you want
 
dsaun777 said:
It gets tricky when you change the type of matter you want

The type of matter doesn't matter. You can easily demonstrate using the general tensor transformation laws that, for example, ##g_{a1} T^{a1}## is not an invariant, regardless of the specific forms of ##g## or ##T##.

If you are unable to do this, then I would strongly suggest that you spend some time learning tensor algebra and developing some facility with standard tensor operations. Sean Carroll's online lecture notes on GR have a good introductory treatment of this in the early chapters.
 
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PeterDonis said:
The type of matter doesn't matter. You can easily demonstrate using the general tensor transformation laws that, for example, ##g_{a1} T^{a1}## is not an invariant, regardless of the specific forms of ##g## or ##T##.

If you are unable to do this, then I would strongly suggest that you spend some time learning tensor algebra and developing some facility with standard tensor operations. Sean Carroll's online lecture notes on GR have a good introductory treatment of this in the early chapters.
Too tricky
 
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dsaun777 said:
Too tricky

You labeled this thread as "I" level. What I suggested to you is well within "I" level. If you really find that too tricky, then you should (a) label your threads as "B" level (and I will be happy to re-label this one as "B" level if you wish); (b) be prepared to be told that your questions cannot be answered, at least not with anything more than a brief "yes" or "no", at your level of understanding; and (c) be prepared to have a lot of your threads closed very quickly because there is no point in discussion if you can't make use of it.
 
PeterDonis said:
I will be happy to re-label this one as "B" level

And in fact I have just done so.

PeterDonis said:
be prepared to have a lot of your threads closed very quickly because there is no point in discussion if you can't make use of it

And I have just done that to this thread as well.
 
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