An inverse procedure for identification of loads applied to a fractured component using a meshfree method
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Publication:6553319
DOI10.1002/nme.6595zbMATH Open1548.74231MaRDI QIDQ6553319
Timon Rabczuk, Farshad Liaghat, Mohammad Rahim Hematiyan, Amir Khosravifard
Publication date: 11 June 2024
Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)
Cites Work
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- Computational methods for fracture in brittle and quasi-brittle solids: state-of-the-art review and future perspectives
- Numerical modelling of crack propagation: automatic remeshing and comparison of different criteria.
- Meshless method based on Shepard function and partition of unity for two-dimensional crack problems
- How to control the crack to propagate along the specified path feasibly?
- Inverse analyses in fracture mechanics
- A meshfree radial point interpolation method (RPIM) for three-dimensional solids
- DYNAMIC LOAD IDENTIFICATION FOR UNCERTAIN STRUCTURES BASED ON INTERVAL ANALYSIS AND REGULARIZATION METHOD
- A new improved regularization method for dynamic load identification
- Detection of flaws in piezoelectric structures using extended FEM
- Computational Inverse Techniques in Nondestructive Evaluation
- A Mixed-Mode Crack Analysis of Isotropic Solids Using Conservation Laws of Elasticity
- Fracture Under Combined Loads by Maximum-Energy-Release-Rate Criterion
- Application of artificial neural networks to load identification
- Distributed dynamic load identification based on shape function method and polynomial selection technique
- Discrete vs smeared crack models for concrete fracture: bridging the gap
- On the Inverse Problem of Rectangular Plates Subjected to Elastic Impact, Part I: Method Development and Numerical Verification
- Time-domain Galerkin method for dynamic load identification
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