Parameter identification for phase-field modeling of fracture: a Bayesian approach with sampling-free update

DOI10.1007/s00466-020-01942-xOpenAlexW3104064930WikidataQ113326800 ScholiaQ113326800MaRDI QIDQ2033643

Yanyan Li

Publication date: 17 June 2021

Published in: Computational Mechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s00466-020-01942-x

zbMATH Keywords

fractureparameter identificationphase-field modelBayesian approachlinear Bayesian update

Mathematics Subject Classification ID

Mechanics of deformable solids (74-XX)

Related Items

Collocation Methods and Beyond in Non-linear Mechanics, Considerations on the identifiability of fracture and bond properties of reinforced concrete, Efficient probabilistic multi-fidelity calibration of a damage-plastic model for confined concrete, Bayesian inference of mesoscale mechanical properties of mortar using experimental data from a double shear test, Representing model uncertainties in brittle fracture simulations, Space-time mixed system formulation of phase-field fracture optimal control problems, Parameter identification of a phase-field fracture model using integrated digital image correlation, Deterministic and stochastic phase-field modeling of anisotropic brittle fracture, Data-driven enhanced phase field models for highly accurate prediction of mode I and mode II fracture, Space-time formulation, discretization, and computational performance studies for phase-field fracture optimal control problems

Uses Software

• EnKF

Cites Work

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