An isogeometric collocation method for the static limit analysis of masonry domes under their self-weight
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Publication:6062476
DOI10.1016/j.cma.2023.116375OpenAlexW4386281894MaRDI QIDQ6062476
Publication date: 6 November 2023
Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.cma.2023.116375
Cites Work
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- Singular stress fields for masonry-like vaults
- Avoiding shear locking for the Timoshenko beam problem via isogeometric collocation methods
- Isogeometric shell analysis with Kirchhoff-Love elements
- Isogeometric analysis: CAD, finite elements, NURBS, exact geometry and mesh refinement
- Limit analysis of frictional block assemblies as a mathematical program with complementarity constraints
- Limit and shakedown isogeometric analysis of structures based on Bézier extraction
- Isogeometric Kirchhoff-Love shell formulations for general hyperelastic materials
- Masonry-like material with bounded shear stress
- Isogeometric collocation: Neumann boundary conditions and contact
- An isogeometric collocation approach for Bernoulli-Euler beams and Kirchhoff plates
- An isogeometric collocation method using superconvergent points
- An isogeometric formulation of the Koiter's theory for buckling and initial post-buckling analysis of composite shells
- An isogeometric analysis formulation for red blood cell electro-deformation modeling
- Superconvergent isogeometric collocation method with Greville points
- Minimum thrust and minimum thickness of spherical masonry domes: a semi-analytical approach
- The variational collocation method
- Optimal-order isogeometric collocation at Galerkin superconvergent points
- Reduced integration at superconvergent points in isogeometric analysis
- Locking-free isogeometric collocation methods for spatial Timoshenko rods
- Isogeometric collocation: cost comparison with Galerkin methods and extension to adaptive hierarchical NURBS discretizations
- Mixed isogeometric collocation for geometrically exact 3D beams with elasto-visco-plastic material behavior and softening effects
- An improved isogeometric collocation formulation for spatial multi-patch shear-deformable beams with arbitrary initial curvature
- ISOGEOMETRIC COLLOCATION METHODS
- Limit analysis of structures formed from rigid blocks
- Funicular analysis of masonry vaults
- A finite difference method for the static limit analysis of masonry domes under seismic loads
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