The Informational Curvature–Shear Coupling Decay Law describes how the
interaction between curvature in a field A(x) and its shear component
progressively weakens during curvature-driven relaxation.
As curvature collapses, curvature–shear interaction energy decays monotonically.
This phenomenon emerges naturally in systems where curvature governs structural tension, and shear encodes directional asymmetry or angular variation.
The following experiment evaluates the coupling energy:
ECS(t) = Σ |Aʺ(x) · (Aₓ₊₁ − Aₓ₋₁)|
while evolving the field under a curvature-damping Laplacian flow.
# Curvature–shear coupling energy curv = roll(A,-1) - 2*A + roll(A,1) shear = roll(A,-1) - roll(A,1) E_CS = sum(abs(curv * shear)) # Evolution under curvature damping: A ← A - α * curv # Result: E_CS(t) decreases steadily.
Computational results show monotonic decay of coupling energy (reference file: /mnt/data/law_of_informational_curvature–shear_coupling_decay.py).
Aʺ measures local structural bending.Aʺ shrinks → coupling energy must fall.Spectrally, curvature–shear coupling is dominated by cross-mode products:
E_CS ∼ Σ | k² Aₖ · k Aₖ | = Σ | k³ Aₖ² |
Because curvature damping decays Aₖ as exp(-α k² t),
the coupling energy decays even faster (∼exp(-2αk²t)).
High-frequency interactions vanish almost immediately.
Curvature describes bending; shear describes torsion-like asymmetry. Their coupling energy captures tension arising when bending and twisting coincide.
Similar laws appear in elastic rods, aerodynamic flows over curved surfaces, and cross-derivative damping in beam equations.
Higher derivatives amplify high-k modes → curvature–shear coupling collapses most dramatically at fine spatial scales.
Additional spectral proofs, geometric generalisations, or analytical expansions can be submitted via:
Submit via Email Submit via Zenodo