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1 Geometry
0 Meshes
0 Simulation setups
0 ResultsStructural finite element analysis of a 2400 × 600 × 75 mm non-autoclaved foamed concrete wall panel (700 kg/m³) reinforced with a centrally placed 1.6 mm galvanized steel mesh (50 × 50 mm). The objective is to evaluate flexural strength, tensile stress distribution, deflection, crack initiation, and mesh performance under four-point bending, lifting, and service loads.
KBmail created this project
17 days ago
1 Geometry 0 Meshes 0 Simulation setups 0 ResultsStructural finite element analysis of a 2400 × 600 × 75 mm non-autoclaved foamed concrete wall panel (700 kg/m³) reinforced with a centrally placed 1.6 mm galvanized steel mesh (50 × 50 mm). The objective is to evaluate flexural strength, tensile stress distribution, deflection, crack initiation, and mesh performance under four-point bending, lifting, and service loads.
