Dynamics of beams with uncertain crack depth: stochastic versus interval analysis

DOI10.1007/s11012-019-01024-0OpenAlexW2966233482MaRDI QIDQ6145848

Roberta Santoro, Giuseppe Muscolino

Publication date: 9 January 2024

Published in: Meccanica (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s11012-019-01024-0

zbMATH Keywords

damaged beamsfrequency domain responseuncertain crack depth

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Stochastic and other probabilistic methods applied to problems in solid mechanics (74S60)

Related Items (2)

The effect of local random defects on the response of pantographic sheets ⋮ An interval framework for uncertain frequency response of multi-cracked beams with application to vibration reduction via tuned mass dampers

Cites Work

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• Vertex solution theorem for the upper and lower bounds on the dynamic response of structures with uncertain-but-bounded parameters
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• Improved finite element method for stochastic problems
• A response surface approach for the static analysis of stochastic structures with geometrical nonlinearities.
• Comparison of dynamic responses of structures with uncertain-but-bounded parameters using non-probabilistic interval analysis method and probabilistic approach.
• Static and dynamic analysis of nonlinear uncertain structures
• Introduction to Interval Analysis
• Harmonic analysis of the vibrations of a cantilevered beam with a closing crack

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