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<metadata xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:dc="http://purl.org/dc/elements/1.1/"><dc:title>Full-field full-stress-tensor identification of base-excited structures</dc:title><dc:creator>Šonc,	Jaša	(Avtor)
	</dc:creator><dc:creator>Zaletelj,	Klemen	(Avtor)
	</dc:creator><dc:creator>Slavič,	Janko	(Avtor)
	</dc:creator><dc:subject>thermoelastic stress analysis</dc:subject><dc:subject>power spectral density</dc:subject><dc:subject>multiaxial vibration fatigue</dc:subject><dc:subject>SEMM</dc:subject><dc:subject>modal expansion</dc:subject><dc:subject>infrared camera</dc:subject><dc:description>Identifying the full-stress tensor over the surface of a vibrating structure is essential for design validation and vibration-fatigue-life estimation, yet current experimental methods provide only pointwise or incomplete stress data. Infrared cameras can provide non-contact, full-field surface-stress measurements on vibrating structures via the thermoelastic effect; however, they measure only the first stress invariant (i.e., the sum of the normal stresses at the free surface: σ$_{xx}$ + σ$_{yy}$). The individual stress components (σ$_{xx}$, σ$_{yy}$, τ$_{xy}$) required for a complete characterisation of the surface-stress state remain inaccessible from a single thermoelastic measurement. This article introduces a method that recovers the full-field, in-plane-stress power spectral density (PSD) field from thermoelastic camera data on a base-excited structure, demonstrated for thin, isotropic, metallic, plate-like structures under adiabatic conditions. First, a characterisation measurement identifies the hybrid stress-mode shapes containing all the plane-stress components by merging thermoelastic camera data with a simplified FE model through SEMM. Then, during operation under broadband random base excitation, the camera response is projected onto these mode shapes and expanded to the full-stress-tensor PSD. The method is validated experimentally on a clamped aluminium plate, identifying spatially resolved stress PSDs for all three in-plane components (σ$_{xx}$, σ$_{yy}$, τ$_{xy}$). The full-field first invariant σ$_{xx}$ + σ$_{yy}$ is measured experimentally; the individual components σ$_{xx}$, σ$_{yy}$ and τ$_{xy}$ are reconstructed through an experimentally corrected modal expansion informed by an FE stress basis, which supplies the inter-component ratios.</dc:description><dc:date>2026</dc:date><dc:date>2026-10-08 14:25:40</dc:date><dc:type>Članek v reviji</dc:type><dc:identifier>189537</dc:identifier><dc:identifier>UDK: 534:620.178.3</dc:identifier><dc:identifier>ISSN pri članku: 0888-3270</dc:identifier><dc:identifier>DOI: 10.1016/j.ymssp.2026.114786</dc:identifier><dc:identifier>COBISS_ID: 294297603</dc:identifier><dc:language>sl</dc:language></metadata>
