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Article

Development of Half-Sandwich Panels with Alkali-Activated Ceramic and Slag Wastes: Mechanical and Thermal Characterization

1
University of Minho, ISISE, ARISE, IB-S, Department of Civil Engineering, 4800-058 Guimarães, Portugal
2
University of Minho, CTAC, Department of Civil Engineering, 4800-058 Guimarães, Portugal
3
University of Trás-os-Montes e Alto Douro, CQ-VR and ECT, School of Science and Technology, 5000-801 Vila Real, Portugal
4
University of Trás-os-Montes e Alto Douro, CQ-VR, Centro de Química-Vila Real, Department of Engineering, 5001-801 Vila Real, Portugal
*
Author to whom correspondence should be addressed.
Buildings 2025, 15(9), 1469; https://doi.org/10.3390/buildings15091469 (registering DOI)
Submission received: 16 February 2025 / Revised: 1 April 2025 / Accepted: 15 April 2025 / Published: 26 April 2025
(This article belongs to the Special Issue Research on Sustainable Materials in Building and Construction)

Abstract

This paper presents the development of two solutions for sandwich panels composed of a thin-layer alkali-activated composite (AAc) layer and a thicker insulation layer, formed by extruded polystyrene foam or expanded cork agglomerate (panels named APXPS or APICB, respectively). The AAc combined ceramic waste from clay bricks and roof tiles (75%) with ladle furnace slag (25%), activated with sodium silicate. The AAc layer was further reinforced with polyacrylonitrile (PAN) fibers (1% content). The mechanical behavior was assessed by measuring the uniaxial compressive strength of cubic AAc specimens, shear bond strength, pull-off strength between the AAc layer and the insulation material, and the flexural behavior of the sandwich panels. The thermal performance was characterized by heat flux, inner surface temperatures, the thermal transmission coefficient, thermal resistance, and thermal conductivity. Mechanical test results indicated clear differences between the two proposed solutions. Although APXPS panels exhibited higher tensile bond strength values, the APICB panels demonstrated superior interlayer bond performance. Similar findings were observed for the shear bond strength, where the irregular surface of the ICB positively influenced the adhesion to the AAc layer. In terms of flexural behavior, after the initial peak load, the APXPS exhibited a deflection-hardening response, achieving greater load-bearing capacity and energy absorption capacity compared to the APICB. Finally, thermal resistance values of 1.02 m2 °C/W and 1.14 m2 °C/W for APICB and APXPS were estimated, respectively, showing promising results in comparison to currently available building materials.
Keywords: half-sandwich panels; industrial wastes; alkali activation; mechanical behavior; thermal performance half-sandwich panels; industrial wastes; alkali activation; mechanical behavior; thermal performance

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MDPI and ACS Style

Gaibor, N.; Leitão, D.; Briga-Sá, A.; Miranda, T.; Cristelo, N.; Pereira, E.N.B.; Cunha, V.M.C.F. Development of Half-Sandwich Panels with Alkali-Activated Ceramic and Slag Wastes: Mechanical and Thermal Characterization. Buildings 2025, 15, 1469. https://doi.org/10.3390/buildings15091469

AMA Style

Gaibor N, Leitão D, Briga-Sá A, Miranda T, Cristelo N, Pereira ENB, Cunha VMCF. Development of Half-Sandwich Panels with Alkali-Activated Ceramic and Slag Wastes: Mechanical and Thermal Characterization. Buildings. 2025; 15(9):1469. https://doi.org/10.3390/buildings15091469

Chicago/Turabian Style

Gaibor, Norma, Dinis Leitão, Ana Briga-Sá, Tiago Miranda, Nuno Cristelo, Eduardo N. B. Pereira, and Vítor M. C. F. Cunha. 2025. "Development of Half-Sandwich Panels with Alkali-Activated Ceramic and Slag Wastes: Mechanical and Thermal Characterization" Buildings 15, no. 9: 1469. https://doi.org/10.3390/buildings15091469

APA Style

Gaibor, N., Leitão, D., Briga-Sá, A., Miranda, T., Cristelo, N., Pereira, E. N. B., & Cunha, V. M. C. F. (2025). Development of Half-Sandwich Panels with Alkali-Activated Ceramic and Slag Wastes: Mechanical and Thermal Characterization. Buildings, 15(9), 1469. https://doi.org/10.3390/buildings15091469

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