Raw numerical output "Predicting shear failure in reinforced concrete members using a three-dimensional peridynamic framework"
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https://www.repository.cam.ac.uk/handle/1810/328562
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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
提供机构：
Apollo - University of Cambridge Repository
创建时间：
2020-05-04
