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A methodology for damage resistance and tolerance assessment of composite structures under low-velocity impact is presented.
The work presented herein proposes a multitechnical methodology for damage assessment and reinforcement of buildings located on areas affected by land subsidence induced by water withdrawal.
The paper proposes a methodology for damage identification from measured natural frequencies of a contiguously damaged reinforced concrete axial rod and beam, idealized with distributed damage model.
However, to develop an efficient methodology for damage detection; damage metrics and patterns should be defined using indices to quantify changes in the signals.
A stochastic output error (OE) vibration-based methodology for damage detection and assessment (localization and quantification) in structures under earthquake excitation is introduced.
This study suggests a methodology for damage diagnosis in structures, which is based on a multivariate statistical procedure and uses the measured time domain structural vibration response.
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This article presents an evaluation of the capabilities of wavelet-based methodologies for damage identification in civil structures.
To the end of a more realistic failure representation, this paper proposes a blended methodology for progressive damage analysis of such structures implemented in ABAQUS, combining continuum damage models with a more physically based approach from a fracture mechanics perspective.
In order to develop a methodology for subsurface damage characterization, a combination of nondestructive testing (NDT) techniques was applied.
These applications show the practicability and accuracy of the proposed methodology for triggering damage in composite laminates, providing a robust modeling framework suitable for general specimens and loading conditions.
The developed finite-volume framework offers a unified methodology for simulating damage evolution in a class of composite laminates due to cracking and/or progressive interfacial degradation, and for identifying features observed in the homogenized response that reflect the underpining local failure mechanisms.
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