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