Aluminium curtain walls are a prevalent choice for the building facade due to their lightweight nature, corrosion resistance, and aesthetic qualities. However, the high deformability of aluminium alloys poses challenges in meeting serviceability requirements under wind and seismic loads, particularly building sway. This study investigates a novel reinforced aluminium curtain wall profile designed to overcome these limitations. The research introduces an innovative prestressed aluminium alloy profile, internally reinforced with tensioned steel cables. Both numerical simulations and experimental validation are presented. Multiple reinforcement configurations are analyzed to determine the optimal arrangement for enhancing stiffness and structural strength. Nonlinear finite element analyses, conducted using ABAQUS, assess the sensitivity to the number and placement of reinforcing cables. The most effective configuration identified through simulation is selected for subsequent experimental testing. Results: from the simulations indicate up to an 86 % reduction in deflection compared to conventional aluminium profiles. Experimental validation showed a 5 % increase in structural stiffness, confirming the effectiveness of the proposed reinforcement system. These enhancements in lateral drift control and load-bearing capacity demonstrate the potential of the proposed solution to balance structural performance.
Innovative reinforced aluminium alloy curtain walls: Numerical analysis and experimental validation / Formisano, A.; Naqash, M. T.. - In: JOURNAL OF BUILDING ENGINEERING. - ISSN 2352-7102. - 117:(2026), pp. 1-19. [10.1016/j.jobe.2025.114554]
Innovative reinforced aluminium alloy curtain walls: Numerical analysis and experimental validation
Formisano A.
;
2026
Abstract
Aluminium curtain walls are a prevalent choice for the building facade due to their lightweight nature, corrosion resistance, and aesthetic qualities. However, the high deformability of aluminium alloys poses challenges in meeting serviceability requirements under wind and seismic loads, particularly building sway. This study investigates a novel reinforced aluminium curtain wall profile designed to overcome these limitations. The research introduces an innovative prestressed aluminium alloy profile, internally reinforced with tensioned steel cables. Both numerical simulations and experimental validation are presented. Multiple reinforcement configurations are analyzed to determine the optimal arrangement for enhancing stiffness and structural strength. Nonlinear finite element analyses, conducted using ABAQUS, assess the sensitivity to the number and placement of reinforcing cables. The most effective configuration identified through simulation is selected for subsequent experimental testing. Results: from the simulations indicate up to an 86 % reduction in deflection compared to conventional aluminium profiles. Experimental validation showed a 5 % increase in structural stiffness, confirming the effectiveness of the proposed reinforcement system. These enhancements in lateral drift control and load-bearing capacity demonstrate the potential of the proposed solution to balance structural performance.| File | Dimensione | Formato | |
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