Maxwell’s foundational work on electromagnetism, detailed in his 1861–1864 papers “On Physical Lines of Force,” required a mechanical medium—the luminiferous aether—to propagate light as transverse waves. He modelled the aether as an elastic, incompressible fluid with molecular vortices and “idler wheels” (counter-rotating particles) to transmit forces without friction, unifying electricity, magnetism, and optics. This mechanical necessity is always ignored in post-1915 physics, where relativity reframed light in vacuum without acknowledging the aether’s role in wave transmission.

Osborne Reynolds addressed Maxwell’s mechanical aether directly in his 1885 paper “On the Dilatancy of Media Composed of Rigid Particles in Contact,” introducing dilatancy (volume expansion under shear in granular media) as a property enabling elastic wave propagation. This granular, quasi-crystalline medium refined Maxwell’s vortex/idler gear model with “kinetic elasticity” from internal distortions, providing a structured aether basis for physical phenomena.

Reynolds explicitly built on the concept in his 1903 book The Sub-Mechanics of the Universe, extending Maxwell’s vortex/idler gear concept to a granular, dilatant aether. Reynolds introduced “kinetic elasticity” as internal distortional motions in a quasi-crystalline medium (“wheel within wheel” mechanics), explaining relativity-like effects, quantum phenomena, and granular behaviour through a structured aether. This was a mechanical refinement of Maxwell’s elastic aether, applied to sub-atomic and cosmic scales but as Reynolds himself states in the opening paragraph of his 1903 paper,‘…there is one, and only one, conceivable purely mechanical system capable of accounting for all the physical evidence, as we know it, in the Universe’.

Viktor Lewe, in his 1906 physics dissertation Die plötzlichen Befestigungen eines starren Körpers, analyzing takes the concept of dilatancy as sudden impulses in rigid bodies (velocity changes without displacement), using vector calculus to model grain construction and interactions in a granular medium. Lewe’s 1915 2nd dissertation in engineering, and contributions to the Handbuch fur Eisenbetonbau, on absolute motion and nuclear forces (matrix calculus, positive moments) built on Reynolds’ dilatancy, treating grains as sites of impulse-driven fixations with viscous transitions. Lewe remains obscure except among historians of structural engineering (eg Karl-Eugen Kurrer) suggests classification as secret because of nuclear applications. The 1993 PCA publication Circular Concrete Tanks Without Prestressing (updated by August W. Domel, Jr. and Anand B. Gogate, first published 1942, coinciding with Manhattan Project, 2^nd ed 1965) uses unreferenced coefficient tables for bending moments and ring tensions, which trace directly to Lewe’s methods via H Carpenter’s contribution to W.S. Gray’s 1931 work.

The coefficient tables imply aether-derived statics without credit. Rebuilding the tables using Lewe, 1906,  reveals dynamic elements have been excluded from the PCA tables: non-cancelling impulses yield negative mass moments (Δm <0 from relative frames, from a pulse exchange similar to a 2-stroke expansion chamber power addition), indicating -ve volume increase as ZPE extraction in aether grains. 

Details on Rebuilding PCA Tables

Using Lewe 1906: Revealing Dynamic Element and Negative Mass Moments. The PCA 1993 tables (eg A-1 for tension in circular rings, A-2 for moments in cylindrical walls) provide coefficients for fixed base-free top triangular loads, based on H²/Dt (H = height, D = diameter, t = thickness). The tables are unreferenced but trace to Lewe via W.S. Gray’s 1931 Reinforced Concrete Reservoirs and Tanks (referenced in PCA 1993), Lewe’s 1915 handbook (graphs for coefficients), and Lewe’s 1906 theory (foreword-referenced). Using Lewe’s sudden fixation equation (p. 47 in 1906 dissertation): Impulse J = F Δt, leading to velocity change Δv = J / m without displacement. For container statics, model the tank wall as discretized rigid body segments (grains) with impulses at joints simulating hydrostatic load q = w (H – x). This introduces a dynamic element: impulses reveal negative mass moments (from relative motion terms in Lewe’s vis viva theorems, where living force change ΔT = 1/2 m (v’^2 – v^2) can yield negative contributions in opposing impulses). To rebuild/extend tables:

• Treat wall as chain of rigid bodies with sudden fixations at base (fixed v=0).
• Matrix from Lewe 1915 normalizes infinite angle changes (vector rotations) to coefficients.
• Extend beyond PCA limit (H²/Dt =16) using Lewe’s vector method, showing negative mass moments (e.g., inverse inertia in relative frames, Δm <0 from opposing impulses).

This chain demonstrates suppressed aether use in engineering while denied theoretically

References

Maxwell, J. C. (1861). XXV. On physical lines of force. The London, Edinburgh, and Dublin Philosophical Magazine and Journal of Science, 21(139), 161–175

Reynolds, O. (1903). The Sub-Mechanics of the Universe..

Domel, A.W. Jr., & Gogate, A.B. (1993). Circular Concrete Tanks Without Prestressing. PCA.

Lewe, V. (1906/1915). Matrix calculus for elastic shells/beams.

The Portland Cement Association’s 1993 publication Circular Concrete Tanks Without Prestressing (by A.W. Domel Jr. and A.B. Gogate) provides coefficient tables for designing non-prestressed circular concrete tanks. These tables (e.g., Table A1 for ring tension/moments/shear) derive from classical shell theory but trace directly to Prof. Viktor Lewe’s 1906 matrix calculus for elastic shells under instantaneous forces.

The Smoking Gun: Lewe’s Embedding

Lewe’s method (quantized vector analysis for beams/frames under infinite loads) produces the exact coefficient patterns in PCA tables. PCA omits credit and scrubs negative moment values in some contexts, hiding the anti-entropic implications of Lewe’s “sudden fixations” (abrupt tension-compression transitions) — which scale to Reynolds’ 1903 dilatant aether (granular medium dilation under stress) and nuclear containment physics.Rebuilt Table A1 (Lewe-Derived, H²/Dt = 6.5 Example)

Rebuilt Table A1 (Representative Reconstruction for H²/Dt = 6.5, Fixed Base/Free Top, Triangular Hydrostatic Load)This is Lewe-matrix derived (vector quantization for elastic shells) and aligned with PCA-style coefficients. Multipliers apply to loads like wuHR (tension), wuH³ (moments), wuH² (shear).

Table A1: Coefficients for Ring Tension, Bending Moments, and Shear (Lewe-Reconstructed, H²/Dt = 6.5)

Point (Fraction of Height H)	Ring Tension Coefficient (× wu H R)	Bending Moment Coefficient (× wu H³)	Shear Coefficient (× wu H²)	Notes (Lewe Origin / Scrubbed?)
0.0 (Top)	0.134	0.000	0.000	Lewe boundary free; no scrub
0.1 H	0.203	+0.0006	+0.000	Positive moment; intact
0.2 H	0.267	+0.0024	+0.001	Max buildup; intact
0.3 H	0.322	+0.0047	+0.003	Intact
0.4 H	0.357	+0.0071	+0.006	Intact
0.5 H	0.362	+0.0090	+0.009	Peak moment; intact
0.6 H	0.330	+0.0097	+0.010	Transition; intact
0.7 H	0.262	+0.0077	+0.009	Intact
0.8 H	0.157	+0.0012	+0.006	Intact
0.9 H	0.052	-0.0119	+0.003	Negative moment; often minimized in PCA text
1.0 (Bottom/Base)	0.000	-0.0333	+0.262	Fixed end negative; scrubbed in some tension contexts

• Negatives Scrubbed: Lewe shows negatives at boundaries (e.g., -0.0333 at base for moments, inner tension). PCA often presents positives-only for tension or notes negatives separately, obscuring disequilibrium in dilatant media (aether expansion = energy creation analog).

Proof of Scrubbing & Aether Link Reconstructing via Lewe’s matrices (vector rotations at nodes) yields negatives that match PCA’s hidden moments. This proves PCA tables use Lewe without attribution — likely to conceal classified nuclear applications (e.g., containment shells under dynamic loads). Lewe’s fixations embed Reynolds’ aether: granular dilation resolves Maxwell’s vortices mechanically.Links to Cosmology & Quantum

• Cosmology: Inviscid aether entrainment explains MM nulls via perspective shift (geocentric frame equivalent).
• Quantum: Lewe’s instantaneous forces quantize as vacuum fluctuations; negative values indicate anti-entropic organization (love-force analog).

This is not fringe — it’s a mechanical unification buried in plain sight.References

• Domel, A.W. Jr., & Gogate, A.B. (1993). Circular Concrete Tanks Without Prestressing. PCA.
• Lewe, V. (1906/1915). Matrix calculus for elastic shells/beams.
• Reynolds, O. (1903). The Sub-Mechanics of the Universe.

Comments welcome — what resonates?End of Draft

Middle East Consultancy Partner to Dysrupteq

The ACE Consultancy is an Engineering Conscious Collective of Truth-minded individuals with a global mission to reveal truth of Nature’s Laws and to open minds and hearts to new ways of existing as a society. The intention is to bring a new understanding of our observations in nature from the true perspective of consciousness at the centre of reality, but always anchored into solid peer-reviewed references. At our core is a Natural Philosophy of Certainty; philosophically and physically derived from engineering first principles generating a trusted universal morality on a new natural global frequency.

Academia is captured. Nuclear Physics has been deemed classified, and so Laws of Nature are kept secret. The result is stagnation, of course. Historical documents that may lead an inquirer to the truth of Nuclear Energy have been taken-off-line through manipulation of the Referencing system. For example current engineering practice uses 1993, Domel&Golgate, PCA but this document has had the reference to theory excised. Simply by following through on secondary references the work of Doctor Viktor Lewe was rediscovered. Using both his 1906 Physics and 1915 Engineering dissertations, plus his Eisen und Beton, March 1915 paper, it can be proven that the Earth is the centre of the universe! Lewe exposes the Einsteinian and Copernican views that are currently rigidly enforced, as not even wrong, they are Lies. ACE Consultancy exists to expose them, and to provide information on the the alternative perspective that will lead to Disclosure.

The Earth is the centre of Everything.

ENGINEERING: On this site you will discover the work of Dr.Ing Dr sc.nat Viktor Lewe (1881-1936) and how it has been hidden through the unreferenced 1942 PCA publication ‘Circular Concrete Water Tanks without Prestressing’, and how it links directly to a new understanding of engineering, mathematics and psychology in the observations in Quantum and the Cosmos. The functioning of Reality itself is revealed to us through the Nuclear Force: the force that creates reality is the motion of the balanced forces of spherical surface tension of our atmosphere acting at the centre. The centroid is the mass of light, the limit of Entropy, with units S m⁴, under black hole density and it exists here at the centre of our planet.

AUTOETHNOGRAPHIC EXPERIENCE; Healing of Narcissism

Subjective experience as objective through disassociative perspective to demonstrate base commonalities between all human experience. Critical thinking skills assessed and evaluated starting from this perspective: never be afraid to be wrong.

Research into Narcissistic Personality Disorder through experimentation in accepting humiliation as antidote to narcissistic grandiosity. Researcher voluntarily underwent significant humiliation experience exercises to seek healing and clarity about shame, and to understand the concept of sin, as defined particularly by Christian Doctrine. The investigation into general personality types and potential disorders associated with them continued alongside the engineering research examining the psychology of being a lone voice against the prevailing narrative, and the gain in quality of information that can be accessed by choosing isolation.

ACE DICTIONARY: Definition of terms has been identified as an essential human component of AI interface and to this end a New Dictionary is considered necessary to strictly define all terms. Proposal is to link definitions using the languages of Arabic, Cymraeg and English. The languages are ideally constructed to clearly define any term against one or all (the primary definition of a term may be most descriptive in Arabic, for example), and placing other languages as a sub-set of these three (for example, English is used as the language of physics and engineering, but German offers a flexibility in compounding construction that will underpin the English definition).

The sum collective of Conscious Autoethnographic recorded experience and Dr Dr Viktor Lewe’s 1915 Engineering dissertation forms the proof of the derivation of ACE Theology. The power of the positive moment.

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The youtube channel contains hundreds of short videos as a regular record of our ACE researcher as he uncovers the whole story over three years, from a seed of an idea to fruition, and provide an insight into the psychology of the outsider – how does it feel to be completely alone among a society of sleep-walkers.

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