The relationship between radiation PRESSURE, ENERGY DENSITY and LAGRANGIAN DENSITY In several EM Drive anomalous force discussions there is confusion as the relationship of the radiation pressure to the electromagnetic fields and a lack of appreciation of the dependence of the radiation pressure to the energy density. We will address this:
1) ENERGY DENSITYThe electromagnetic energy density is defined as:

where
E is the electric field;
D is the electric displacement field;
B is the magnetic flux density;
H is the magnetic field
For linear, nondispersive and isotropic(for simplicity) materials, the constitutive relations can be written as

,
where
ε is the electric permittivity of the material;
μ is the magnetic permeability of the material
therefore
u = (ε/2)
E·
E + (1/(2μ))
B·
Bwe will write, as short nomenclature for the dot product of a vector with itself, and where the
E and
B fields are out of phase by 90 degrees, and have monochromatic (single frequency) dependence on angular frequency ω :
E2 =
E·
E =(E
r2+E
θ2+E
z2)((Sin(ωt))
2 (cylindrical coordinates)
=(E
θ2+E
φ2+E
r2)((Sin(ωt))
2 (spherical coordinates)
B2 =
B·
B =(B
r2+B
θ2+B
z2)((Cos(ωt))
2 (cylindrical coordinates)
=(B
θ2+B
φ2+B
r2)((Cos(ωt))
2 (spherical coordinates)
where
((Sin(ωt))
2 =½(1- Cos(2ωt))
((Cos(ωt))
2=½(1+ Cos(2ωt))
u = ½ (ε
E2 + (1/μ)
B2)
Therefore the energy density varies with time around its cyclic average with a frequency 2ω that is twice the frequency ω of the electromagnetic fields
E and
B.
The "microscopic" version of Maxwell's equations admits only the fundamental fields
E and
B, without a built-in model of material media. Only the vacuum permittivity and permeability are used, and there is no
D or
H
recalling the identity between the electric permittivty, magnetic permeability and the speed of light:

(all terms in this identitity: c, ε
o and μ
o are Lorentz invariants: they have the same value for observers in different moving reference frames)
we obtain:
u = (εo/2) (E2 + c2B2)
2)
UNITS of PRESSURE and of ENERGY DENSITYNotice that the units of Energy Density are energy per unit volume Energy/Volume or (Force*Length)/Volume, while the units of pressure are force per unit area Force/Area. Since Volume = Area * Length, it is obvious therefore that
pressure and energy density have exactly the same units. This is not a coincidence, as we will show.
3)
MAXWELL STRESS TENSORMaxwell's stress tensor components, for arbitrary orientation of the unit cube in an ortogonal coordinate system, is defined as:



or, equivalently, in terms of the energy density:
σ
ij = ε
o E
iE
j + (1/μ
o) B
iB
j -
u δ
ijthe pressures are the diagonal Maxwell tensor components, given by
σ
ii = ε
o (E
i)
2+ (1/μ
o) (B
i)
2 -
u(this is an important equation which we will be using in further derivations below)
σii =- u + εo ( (Ei)2+ c2 (Bi)2 )PRINCIPAL VALUES of stressAt every point in a stressed body there are at least three planes, called principal planes, with normal vectors called principal directions, where there are zero shear stresses (the stress matrix off-diagonal components are zero). The three stresses normal to these principal planes are called principal stresses (they are the only non-zero components in the matrix: the diagonal components).
Every second rank tensor (such as the stress tensor) has three independent quantities, which are invariant under rotation, associated with it. One set of such rotational invariants are the principal stresses of the stress tensor, which are just the eigenvalues of the stress tensor. Their direction vectors are the principal directions or eigenvectors.
The eigenvalues are the roots of the
Cayley–Hamilton theorem. The principal stresses are unique for a given stress tensor. A coordinate system with axes oriented to the principal directions implies that the normal stresses are the principal stresses and the stress tensor is represented by a diagonal matrix:

The three eigenvalues (principal values) of Maxwell stress tensor are:
{σ
1, σ
2,σ
3} =

The first term under brackets, and the two terms inside the radical are invariant under rotation(*). The first rotationally invariant term is the energy density: the addition of
E⋅E and c
2B⋅B. The energy density is invariant under rotations but it is not invariant, in general, under Lorentz transformations (it can change from one frame of reference to another frame of reference in special relativity, and therefore Sommerfeld states that the energy density has no meaning independent of a specific frame of reference). The second invariant, the difference between
E⋅E and c
2B⋅B, is called the "Lagrange density" by Arnold Sommerfeld in his masterwork "Electrodynamics" for good reason: since it can be shown that this expression is the Lagrangian density of the electromagnetic fields in vacuum (see:
http://bado-shanai.net/Map%20of%20Physics/mopEMLagrangianDensity.htm ). It is a scalar that is invariant under a Lorentz transformation (this scalar does not change from one frame of reference to another frame of reference in special relativity) as well as invariant under rotations. The final rotationally invariant term, which is also a Lorentz invariant, is the dot product of the electric vector field with the magnetic vector field:
E⋅B, divided by the square of the impedance of the vacuum:

To bring the stress tensor to diagonal form, one must rotate the reference axes to a reference system in which the vectors
E and
B (at a given point in space and at a given time) are parallel to each other or where one of them is equal to zero. Such a transformation is always possible except when both conditions occur: a)
E and
B are mutually perpendicular (
E⋅B=0) and b) when the Lagrange density is zero, such that
E⋅E = c2B⋅B. Both these quantities are Lorentz invariants, so when the electromagnetic fields are mutually perpendicular and equal to each other, they are so in any coordinate system under any Lorentz transformation, and we see that two of the three eigenvalues are zero in that case because the expression under the radical sign is zero.
Comparing the first principal stress with the previous expression for energy density, one readily identifies that the first principal stress is the negative of the energy density (an invariant under rotations but not under Lorentz transformations):
σ
1 = -
u another invariant, a Lorentz invariant and rotation invariant: the "Lagrangian Density", the first term inside the square root of the double-valued terms can be simplified by noticing that
-
u + ε
o E2 = (ε
o E2- (1/μ
o)
B2)/2
therefore:
σ
2 =(+
u - ε
o E2)√(1+(((ε
o/μ
o)
E·B)/(-
u + ε
o E2))
2)
σ
3 =(-
u + ε
o E2)√(1+(((ε
o/μ
o)
E·B)/(-
u + ε
o E2))
2)
When the dot product (also called scalar product) of the electric and vector fields is zero, that is when
E·B = 0
then one gets the simple relations between the principal stresses and the energy density:
σ1 = - u
σ2 = +u - εo E2
σ3 = - u + εo E2Notice that, in general, only two of the three principal stresses (σ
2 and σ
3) are Lorentz invariants, while the first principal stress (σ
1), is not, in general, a Lorentz invariant.
Although, in general, the value of
u is different for observers in different moving reference frames,
the value of
+/- (u - εo E2) is the same for observers in different moving reference frames.The "volumetric or hydrostatic stress" is the summation of all three principal stresses acting on the unit of volume:
σ
1 + σ
2 + σ
3 = -
uand it is therefore equal to the negative of the electromagnetic energy density.
Also notice that, since the charge density is ε
o E the second term in the last two expressions is the Coulomb pressure "p", the charge density times the electric field
p=ε
o E2,
(the Coulomb tensile force per unit area), so we can write:
σ
1 = -
u σ
2 = +
u - p
σ
3 = -
u + p
In words: when the dot product of the electric and vector fields is zero, the principal stresses are just a function of the energy density and the Coulomb pressure.
The Coulomb pressure p=ε
o E2 is twice the so-called electrostatic pressure ½ ε
o E2, which arises from
σ
3 = -
u + p
= -(ε
o/2) (
E2 + c
2B2)+ ε
o E2 = (ε
o/2) (
E2 - c
2B2)
The quantity in brackets: E2 - c2B2 is a "Lorentz" invariant of Maxwell's stress tensor (see p. 378 Chapter 21 of Classical Electricity and Magnetism by Panofsky and Phillips)
Which for zero magnetic field
B =
0 gives the electrostatic pressure as:
σ
3 = (ε
o/2)
E2For zero magnetic field
B =
0, and a unidirectional electric field
E (with no transverse components) the principal axes are oriented such that σ
3 is parallel to the direction of
E while the axes of σ
1 and σ
2 are perpendicular to
E. The electric field transmits a tension σ
3 = (ε
o/2)
E2 in the direction of the
E field and transverse pressure of equal absolute magnitude σ
1 =σ
2 =- (ε
o/2)
E2, in the directions perpendicular to the
E field.
In the general case for non-zero
E and
B, one of the principal stresses is the negative of the energy density, while the other two stresses are the difference between the energy density and the Coulomb pressure, the first one with a plus sign and the second one with a minus sign.
Also notice that in general, under all situations, two of the principal stresses are compressive, while the other principal stress is tensile. The cross-section experiencing a tensile principal stress and an equal compressive principal stress in the perpendicular direction experiences a state of pure shear: whereby a square will deform into a rectangle and a circle will deform into an ellipse:

If the energy density is greater than the Coulomb pressure, then the tensile stress is the second principal stress.
If the Coulomb pressure is greater than the energy density, then the tensile stress is the third principal stress.
When the Coulomb pressure is negligibly small when compared to the magnetic field times the square of the speed of light c , the principal stresses are very simply due to the internal energy: two of the principal stresses are compressive: equal to the negative of the energy density, and the third principal stress is tensile: equal to the energy density.
This explains, for example, when Dr. H. White discusses his theory of the Quantum Vacuum as an explanation for the EM Drive he discusses the importance of the energy density, and the fact that the stress is tensile in one principal direction and compressive in the other two orthogonal directions.
4)
TRANSVERSE ELECTRIC (TE) RESONANCE OF A TRUNCATED CONE WITH SPHERICAL ENDSIn order to solve for the stresses in an EM Drive with spherical ends, we’ll need to work in a coordinate system in which the cavity walls have a simple description. I will use the same coordinate system as used by Greg Egan (credit to Egan for this image showing the coordinate system) and several textbooks to solve electromagnetic resonance problems in conical cavities.
Resonant Modes of a Conical Cavity
by Greg Egan
http://gregegan.customer.netspace.net.au/SCIENCE/Cavity/Cavity.htmlThe truncated spherical cone is positioned so that its longitudinal axis of axi-symmetry lies on the z-axis of our spherical coordinate system, its would-be apex lies at the origin, and in spherical coordinates (r, θ, φ) — where r is the distance from the origin, θ is the polar angle from the z-axis, and φ is the azimuthal angle from the x–z plane — the side walls of the cone will be defined by θ =+/- θw, its narrow end will be defined by r = r1, and its wide end will be defined by r = r2.

BOUNDARY CONDITIONS AT SPHERICAL ENDSThe boundary conditions for the electromagnetic fields at the small end (defined by r = r1), and at the big end (defined by r = r2) are:
E
r = 0 because the longitudinal electric field is zero in a TE mode
E
θ = 0 because electric fields parallel to a conductive surface must be zero
E
φ = 0 because electric fields parallel to a conductive surface must be zero
Therefore the electric
vector field at both spherical ends, for a TE mode is identically zero:
E =
0B
r = 0 because magnetic fields perpendicular to a conductive surface must be zero
B
φ = 0 because the azimuthal (transverse) magnetic field is zero in a TE mode
Therefore the only electromagnetic field that is non-zero at both spherical ends, for a TE mode, is the magnetic field in the polar direction B
θ. This is a general result, that holds for any and all TE mode shapes.
BOUNDARY CONDITIONS AT CONICAL WALLSThe boundary conditions for the electromagnetic fields at the conical side walls (defined by θ = +/-θw) are:
E
r = 0 because the longitudinal electric field is zero in a TE mode
E
θ = 0 because the polar electric field is zero for TE
mnp mode shapes with m=0
E
φ = 0 because electric fields parallel to a conductive surface must be zero
Therefore the electric
vector field at the conical side walls, for a TE
mnp mode with m=0, is
E =
0B
θ = 0 because magnetic fields perpendicular to a conductive surface must be zero
B
φ = 0 because the azimuthal (transverse) magnetic field is zero in a TE mode
Therefore the only electromagnetic field that is non-zero at the conical side walls, for a TE
mnp mode with m=0, is the magnetic field in the radial direction B
r.
STRESS AT SPHERICAL ENDSSince as previously shown, the boundary conditions at the spherical ends are such that there is only one non-zero electromagnetic field component, then:
*the shear stress components are zero, and hence the stress field is a principal stress at the ends
Also the dot product of the electric and magnetic fields is zero:
E·B=0
Also, since the electric
vector field is zero at the spherical ends:
E=
0it immediately follows that, for all (TE) Transverse Electric mode shapes:
* Coulomb's pressure and the electrostatic pressure are zero at the spherical ends (p=0)
* the stress at the spherical ends is compressive and entirely due to the energy density* the stress is entirely due to the magnetic component in the polar direction, parallel to the end plateσ
3 = -
u σ
3 =- (ε
o/2) ( c
2B2)
σrr = - (1/(2μo)) (Bθ Cos(ωt))2
= - (1/(4μo)) (Bθ)2(1+ Cos(2ωt))
Thus the stress varies from a minimum value of zero to its maximum compressive value, never reversing sign, at a frequency which is twice as high as the frequency of the electromagnetic fields.
STRESS AT CONICAL WALLSSince as previously shown, the boundary conditions at the conical side walls are such that there is only one non-zero electromagnetic field component, then:
*the shear stress components are zero, and hence the stress field is a principal stress at the conical side walls
Also the dot product of the electric and magnetic fields is zero:
E·B=0
Also, since the electric
vector field is zero at the conical side walls, for TE
mnp mode shapes with m=0:
E=
0it follows that, for TE
mnp mode shapes with m=0:
* Coulomb's pressure and the electrostatic pressure are zero at the conical side walls (p=0)
* the stress at the conical walls is compressive and entirely due to the energy density* the stress is entirely due to the magnetic component in the longitudinal direction, parallel to the conical side wallsσ
3 = -
u σ
3 =- (ε
o/2) ( c
2B2)
σθθ = - (1/(2μo)) (Br Cos(ωt))2
= - (1/(4μo)) (Br)2(1+ Cos(2ωt))
Thus the stress varies from a minimum value of zero to its maximum compressive value, never reversing sign, at a frequency which is twice as high as the frequency of the electromagnetic fields.
STRESS AT ALL INTERNAL SURFACES FOR TE0np MODES
* all shear stress components are zero, and hence the stress field is a principal stress
* the stress is compressive
* the stress varies from zero to its maximum compressive value, never reversing sign, at a frequency which is twice as high as the frequency of the electromagnetic fields.
* the electric vector field is zero at all internal surfaces
* Coulomb's pressure and the electrostatic pressure are zero
* the stress is entirely due to the energy density
* the stress is entirely due to the magnetic component parallel to the surfaceThe above applies to the mode shapes used in the EM Drive experiments that have claimed the highest force/InputPower.
Prof. Yang has used TE
012 mode shapes in her experimental claims.
Shawyer has used mode shape TE
012 in his Demonstrator experimental claim and reportedly used mode shape TE
013 (according to NSF user TheTraveller) in his Boeing Flight Demonstrator experimental claim.
NASA's reported experiment with the highest force/InputPower has involved mode shape TE
012.
Shawyer's hypothesis that there is no pressure on the side walls is entirely falsified. Shawyer is wrong: there is pressure, and hence a force component on the side walls of a truncated conical cavity with spherical ends:
this pressure is entirely due to the magnetic field component parallel to the wall. This pressure has nothing to do with the electric field components.
5)
TRANSVERSE MAGNETIC (TM) RESONANCE OF A TRUNCATED CONE WITH SPHERICAL ENDS
BOUNDARY CONDITIONS AT SPHERICAL ENDSThe boundary conditions for the electromagnetic fields at the small end (defined by r = r1), and at the big end (defined by r = r2) are:
E
θ = 0 because electric fields parallel to a conductive surface must be zero
E
φ = 0 because electric fields parallel to a conductive surface must be zero and because TM mode
B
r = 0 because magnetic fields perpendicular to a conductive surface must be zero and because TM mode
B
θ = 0 because the polar magnetic field is zero for TM
mnp mode shapes with m=0
Therefore the only electromagnetic fields that are non-zero at both spherical ends, for TM
mnp mode shapes with m=0, are
* the electric field in the longitudinal direction E
r perpendicular to the surface
* the magnetic field in the azimuthal ("transverse") direction B
φ parallel to the surface
BOUNDARY CONDITIONS AT CONICAL WALLSThe boundary conditions for the electromagnetic fields at the conical side walls (defined by θ =+/- θw) are:
E
r = 0 because electric fields parallel to a conductive surface must be zero
E
φ = 0 because the azimuthal (transverse) electric field is zero in a TM mode
B
r = 0 because the longitudinal magnetic field is zero in a TM mode
B
θ = 0 because magnetic fields perpendicular to a conductive surface must be zero
Therefore the only electromagnetic fields that are non-zero at the conical side walls are:
* the electric field in the polar direction E
θ perpendicular to the surface
* the magnetic field in the azimuthal ("transverse") direction B
φ parallel to the surface
STRESS AT SPHERICAL ENDSSince as previously shown, the boundary conditions at the spherical ends are such that there is only one non-zero electric field component and only one non-zero magnetic field component, then:
*the shear stress components are zero, and hence the stress field is a principal stress at the ends
Also the dot product of the electric and magnetic fields is zero:
E·B=0 because the non-zero electric field component has a zero magnetic field component in the same direction, and vice-versa.
Therefore the state of stress is a principal stress composed simply of the energy density and Coulomb's pressure:
σ
3 = -
u + p
= -(ε
o/2) (
E2 + c
2B2)+ ε
o E2using the aforementioned boundary conditions and assuming a standing wave solution such that the electromagnetic fields
E and
B are 90 degrees out of phase, one obtains:
σrr = (εo/2) ((Er Sin(ωt))2 - c2(Bφ Cos(ωt))2)
= (εo/4) ( ((Er)2 - c2(Bφ )2) - ((Er)2 + c2(Bφ )2)Cos(2ωt)) )
The cyclic-average stress is compressive if the magnetic field in the azimuthal (transverse) direction, times the speed of light, is greater than the electric field perpendicular to the surface, and tensile otherwise:
compressive for c B
φ > E
rzero for c B
φ = E
r (zero cyclic average)
tensile for c B
φ < E
rThe stress is zero at the very center of the spherical ends, corresponding to the intersection with the axis of axi-symmetry.
Calculations show that tension occurs only in regions that are near the center (closer to the axis of axi-symmetry), while compression occurs further away from the center: further away from the axis of axi-symmetry. The occurrence of tension is also dependent on the truncated cone geometry.
The higher "p" is in mode shapes TM
0np, the smaller the amplitude of tension and the larger the region over which there is compression, and the larger the amplitude of compression.
The absolute value of the compressive stress maximum amplitude is always larger than the one for the tensile stress, even for the lowest order mode shape. In other words, the integral of the stress distribution: the force, is compressive, because compression takes place over a larger area, and it has greater absolute amplitude.
STRESS AT CONICAL WALLSSince as previously shown, the boundary conditions at the conical side walls are such that there is only one non-zero electric field component and only one non-zero magnetic field component, then:
*the shear stress components are zero, and hence the stress field is a principal stress at the conical side walls
Also the dot product of the electric and magnetic fields is zero:
E·B=0 because the non-zero electric field component has a zero magnetic field component in the same direction, and vice-versa.
Therefore the state of stress is a principal stress composed simply of the energy density and Coulomb's pressure:
σ
3 = -
u + p
= -(ε
o/2) (
E2 + c
2B2)+ ε
o E2using the aforementioned boundary conditions and assuming a standing wave solution such that the electromagnetic fields
E and
B are 90 degrees out of phase, one obtains:
σθθ = (εo/2) ((Eθ Sin(ωt))2 - c2(Bφ Cos(ωt))2)
= (εo/4) ( ((Eθ)2 - c2(Bφ )2) - ((Eθ)2 + c2(Bφ )2)Cos(2ωt)) )
The cyclic-average stress is compressive if the magnetic field in the azimuthal (transverse) direction, times the speed of light, is greater than the electric field perpendicular to the surface, and tensile otherwise:
compressive for c B
φ > E
θzero for c B
φ = E
θ (zero cyclic average)
tensile for c B
φ < E
θThe higher "p" is in mode shapes TM
0np the larger the area over which the stress is tensile, and the higher the amplitude of the tensile stress. However, the amplitude of the compressive stress is always larger than the amplitude of the tensile stress. The integral of the stress distribution: the force, is compressive, because compression takes place over a larger area, and it has greater absolute amplitude.
Following is an image from Greg Egan (cited above) showing the stress integrated over the circumference, and thus showing the force per unit length distribution along the length of the conical side walls. The red curve corresponds to TM
011, the green curve corresponds to TM
012 and the blue curve corresponds to TM
013:

STRESS AT ALL INTERNAL SURFACES FOR TM0np MODES
* all shear stress components are zero, and hence the stress field is a principal stress
* the stress is due to two components: a compressive component due to the magnetic energy density and a tensile component due to the electrostatic pressure
* the compressive stress is entirely due to the magnetic component parallel to the surface, in the transverse (azimuthal) direction
* the tensile stress component is entirely due to the electric field component perpendicular to the surface
* the stress integrated over the surface, the force, is compressive , in other words, the magnetic energy density effect predominates over the electrostatic pressure. The stress can have small tensile regions, where the electrostatic pressure exceeds the magnetic energy density.
Again, Shawyer's hypothesis that there is no pressure on the side walls is entirely falsified. Shawyer is wrong: there is pressure, and hence a force component on the side walls of a truncated conical cavity with spherical ends.
___________________________________
NOTES:
(*) Given the two vector fields
E and
B, the only way to form rotational invariants is to form dot products, which gives
E⋅E,
B⋅B, and
E⋅B . One can do any arithmetic operations with them that one likes and still get a rotational invariant, although it's not guaranteed to be a Lorentz invariant. It is not guaranteed to be a Lorentz invariant because a magnetic field in one
moving frame may be seen as an electric field in a different
moving frame, and vice-versa (since
E and
B are not Lorentz invariant quantities). One observer’s
E field is another’s
B field (or a mixture of the two), as viewed from different
moving reference frames. To form Lorentz invariants one has to be able to express them as a linear combination of the inner products of the field strength tensor or its dual (
https://en.wikipedia.org/wiki/Electromagnetic_tensor) with themselves, or between themselves:


Also see:
https://en.wikipedia.org/wiki/Classification_of_electromagnetic_fields#Invariants ,
https://en.wikipedia.org/wiki/Electromagnetic_tensor#Properties and
https://en.wikipedia.org/wiki/Lorentz_scalar .
(**) Mode shape nomenclature is adopted as per the cylindrical cavity (with constant circular cross section) designation, because there is no standardized way to number truncated cone mode shapes. I am aware that there is no mode shape for a truncated cone with electromagnetic fields constant in the longitudinal direction, unlike cylindrical cavities which have TM mode shapes with "p=0". Still, because the truncated cone geometries used up to now have shapes that are not too far from a cylinder with constant cross section (because small cone angles are used and the cones are truncated far from the cone vertex) it is possible to use a cylindrical cavity mode shape designation and select m,n,p accordingly.