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- Data for: Accurate numerical solutions of 2-D elastodynamics problems using compact high-order stencils.Addition to the paper.
- Dataset
- Data for: Easy pre/post-processing of finite elements with custom symbolic-objects: A self-expressive Python interface.This data includes the entire code-base for the examples specified in the associated article. The reader can refer to the "README" file for installation instructions.
- Dataset
- Data for: Collapse mechanism analysis of historic masonry structures subjected to lateral loads: a comparison between continuous and discrete modelsFinite element mesh, rigid block model coordinates and rigid block CAD models of numerical case study
- Dataset
- TL-GPRSM: A python software for constructing transfer learning Gaussian process regression surrogate model with explainabilityTransfer Learning Gaussian Process Regression Surrogate Model
- Software/Code
- fenics_optim -- Convex optimization interface in FEniCSfenics_optim is a Python library that aims at providing a simple user interface in FEniCS for solving convex optimization problems. In particular, it relies on the Mosek mathematical programming library. In particular, Mosek is a state-of-the art solver for linear programming (LP), convex quadratic programming (QP), second-order conic programming (SOCP) and semi-definite programming (SDP). The project can be accessed at https://gitlab.enpc.fr/navier-fenics/fenics-optim Documentation is available here https://fenics-optim.readthedocs.io
- Software/Code
- Raw numerical output "Predicting shear failure in reinforced concrete members using a three-dimensional peridynamic framework"Corresponding Journal Paper: Predicting shear failure in reinforced concrete members using a three-dimensional peridynamic framework These files contain the raw numerical output used to create Figures 12 to 18. Load-Deflection Graphs: - each file contains the following data in column format [Load (N), Deflection (mm)] >> Stuttgart_Beam_3_normal_mesh.txt >> Stuttgart_Beam_3_fine_mesh.txt >> Stuttgart_Beam_5_normal_mesh.txt >> Stuttgart_Beam_5_fine_mesh.txt >> Stuttgart_Beam_7_normal_mesh.txt >> Stuttgart_Beam_7_fine_mesh.txt Numerical Fracture Patterns: - each file contains the following data in column format [Node ID, undeformed coordinates (XYZ), deformed coordinates (XYZ), damage] >> Stuttgart_Beam_1_normal_mesh_damage.txt >> Stuttgart_Beam_2_normal_mesh_damage.txt >> Stuttgart_Beam_3_normal_mesh_damage.txt >> Stuttgart_Beam_3_fine_mesh_damage.txt >> Stuttgart_Beam_4_normal_mesh_damage.txt >> Stuttgart_Beam_5_normal_mesh_damage.txt >> Stuttgart_Beam_5_fine_mesh_damage.txt >> Stuttgart_Beam_6_normal_mesh_damage.txt >> Stuttgart_Beam_7_normal_mesh_damage.txt >> Stuttgart_Beam_7_fine_mesh_damage.txt >> Stuttgart_Beam_8_normal_mesh_damage.txt >> Stuttgart_Beam_10_normal_mesh_damage.txt
- Dataset
- axisym-safe: Modelling elastic waves in buried/submerged fluid-filled waveguidesAn implementation of the axisymmetric semi-analytical finite element method based on the publication: Kalkowski MK et al. Axisymmetric semi-analytical finite elements for modelling waves in buried/submerged fluid-filled waveguides. Comput Struct (2017), https://doi.org/10.1016/j.compstruc.2017.10.004
- Software/Code