A First-Order Perturbation Theory of Modal Assurance Criterion Degradation: Analytical Derivation and Application to High-Density Aerospace Structures

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To Anh Duc
Le Xuan Huy
Ta Phuong Linh
Nguyen Thuy Linh

Abstract

In structural health monitoring, the Modal Assurance Criterion is widely used to evaluate modal fidelity. While empirical studies show that localized stiffness loss induces off-diagonal mode mixing and violent mode veering in high-density frequency bands, a closed-form analytical connection between classical eigenvalue perturbation theory and MAC degradation has been lacking. This study proposes a First-Order Perturbation Theory of Modal Assurance Criterion Degradation to analytically derive the exact mechanics of structural mode mixing. By formulating the damaged structure as a perturbed generalized eigenvalue problem, we establish that mode mixing is explicitly governed by two parameters: cross-modal strain energy and eigenvalue proximity. The theoretical framework was validated on an exact analytical spring-mass system and a multi-degree-of-freedom computational model representing typical aerospace enclosures. Results mathematically prove that mode mixing grows quadratically with localized structural damage rather than linearly. At low degradation levels (10% stiffness loss), the theoretical off-diagonal approximation matches exact non-linear solutions with a minimal absolute error of just 0.0097. Furthermore, the derivation definitively explains why high-density modal regions are inherently vulnerable to severe mode veering: as modal separation narrows (e.g., Δλ= 0.1757), the mixing coefficient amplifies exponentially, resulting in total mode coupling (Theoretical MAC=1.0000). Convergence analysis establishes that the first-order theoretical projection maintains robust predictive accuracy up to a 30% localized stiffness degradation threshold, beyond which secondary mode interactions exponentially increase residual error and necessitate higher-order perturbation terms. Ultimately, this transparent mathematical framework provides a highly efficient computational tool for predicting dynamic instability in high-performance aerospace structures without exhaustive iterative simulations.

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