Crack Modeling for Structural Health Monitoring
By Michael I. Friswell, J. Penny. 2002
283 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/08eaf0eafa7667ada7f26edd54674f24b595c81f
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In Civil and Structural Engineering
In Mechanics of Materials
Citations in the corpus
- Physically-based Dirac’s delta functions in the static analysis of multi-cracked Euler–Bernoulli and Timoshenko beams (2011, methodology): “According to the classification by Friswell and Penny (2002), the proposed approach falls in the broad category of “discrete spring models”, being equivalent to an internal hinge coupled with a linear elastic spring, which is herein assumed to have constant rigidity independently of the loading…”
- Numerical analysis of cracked beams using nonlinear output frequency response functions (2008, methodology): “Moreover, although the damping is definitely affected by the presence of crack, as widely used in the cracked beam analysis [13,17], the damping is still assumed to be proportional to the stiffness and not affected by the crack.”
- An hybrid real genetic algorithm to detect structural damage using modal properties (2011, background): “Although thismodel has problems inmatching damage severity to crack depth and is affected by mesh density, Friswell and Penny [46] demonstrated that at low frequencies this method can correctly model a crack.”
- Crack detection and characterization techniques—An overview (2014, background): “Friswell and Penny [56] made a review paper about crack modeling in beam structures.”
- Damage identification using inverse methods (2007, background): “Friswell & Penny (2002) compared several of the simple crack models that may be used for health monitoring, for both linear and nonlinear responses.”