Parameter identification of a cohesive crack model by Kalman filter
By G. Bolzon, R. Fedele, G. Maier. 2002
105 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanical Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/e067083fdb57a483d1c877c0396facd0514eb276
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In Civil and Structural Engineering
In Mechanical Engineering
In Mechanics of Materials
Citations in the corpus
- On the analysis of notched concrete beams: From measurement with digital image correlation to identification with boundary element method of a cohesive model (2011, unknown): “Kalman filters can also be used [40].”
- Parameter identification in explicit structural dynamics: performance of the extended Kalman filter (2004, unknown): “[1–7]).”
- Fibre-reinforced Concrete for Industrial Construction - a fracture mechanics approach to material testing and structural analysis (2005, methodology): “(1999), Østergaard (2003), Bolzon et al. (2002), and Que and Tin-Loi (2002). Alternatively, an exponential softening function according to Figure 43(b) is used; see e.g. Villmann et al. 2004. In others, a polylinear (or multilinear) -w relationship is used, see Figure 43(c), in conjunction with a s”