Bending Capacity and Rotational Stiffness of Glued and Detachable Corner Joints in PMMA/ATH Solid-Surface Composites

Quantitative data on the bending capacity and rotational stiffness of corner joints made from acrylic solid-surface PMMA/ATH composites are limited, despite their widespread use in furniture and interior components. The study provides comparative bending moment and rotational-stiffness benchmarks for 18 PMMA/ATH corner-joint series, using a stiffness-evaluation procedure tailored to corner-joint testing. L-type joints produced from two commercial PMMA/ATH materials (Kerrock and Corian) at 6- and 12-mm thickness were manufactured in 18 configurations, including glued butt, 45° mitre, reinforced mitre, rebate, groove variants, and detachable Minifix eccentric and Lamello Clamex connectors. Specimens were tested under arm-compression bending and maximum bending moment (Mmax), and joint rotational stiffness was derived. The best-glued solution was the 12 mm Kerrock 45° mitre with Mmax 186.21 N·m, whereas the strongest 6 mm joint reached 40 N·m. Reinforcing the 12 mm Kerrock mitre joint increased stiffness to 9521 N·m/rad but did not increase bending capacity relative to the non-reinforced mitre. Detachable joints formed a clearly distinct low-rigidity class with bending moments of 2.22–3.89 N·m and stiffness below 194 N·m/rad. Overall, thickness and joint geometry dominate both strength and stiffness, and the tested detachable connectors should be reserved for applications requiring disassembly rather than for load-bearing corners.

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Publication Details

Journal
Journal of Composites Science
Published
2026-02-02
DOI
https://doi.org/10.3390/jcs10020078
Primary Topic
Structural Analysis of Composite Materials
Type
article
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article

Bending Capacity and Rotational Stiffness of Glued and Detachable Corner Joints in PMMA/ATH Solid-Surface Composites

V. Jivkov, Nikolay Yavorov, Boryana Petrova
Journal of Composites Science
Structural Analysis of Composite Materials
article

Bending Capacity and Rotational Stiffness of Glued and Detachable Corner Joints in PMMA/ATH Solid-Surface Composites

V. Jivkov, Nikolay Yavorov, Boryana Petrova
article en

Abstract

Quantitative data on the bending capacity and rotational stiffness of corner joints made from acrylic solid-surface PMMA/ATH composites are limited, despite their widespread use in furniture and interior components. The study provides comparative bending moment and rotational-stiffness benchmarks for 18 PMMA/ATH corner-joint series, using a stiffness-evaluation procedure tailored to corner-joint testing. L-type joints produced from two commercial PMMA/ATH materials (Kerrock and Corian) at 6- and 12-mm thickness were manufactured in 18 configurations, including glued butt, 45° mitre, reinforced mitre, rebate, groove variants, and detachable Minifix eccentric and Lamello Clamex connectors. Specimens were tested under arm-compression bending and maximum bending moment (Mmax), and joint rotational stiffness was derived. The best-glued solution was the 12 mm Kerrock 45° mitre with Mmax 186.21 N·m, whereas the strongest 6 mm joint reached 40 N·m. Reinforcing the 12 mm Kerrock mitre joint increased stiffness to 9521 N·m/rad but did not increase bending capacity relative to the non-reinforced mitre. Detachable joints formed a clearly distinct low-rigidity class with bending moments of 2.22–3.89 N·m and stiffness below 194 N·m/rad. Overall, thickness and joint geometry dominate both strength and stiffness, and the tested detachable connectors should be reserved for applications requiring disassembly rather than for load-bearing corners.

Journal of Composites ScienceVol. 10(2)
University of Forestry (BG), University of Architecture, Civil Engineering and Geodesy (BG), University of Chemical Technology and Metallurgy (BG)
Openalex Percentile: Top 68%
Structural Analysis of Composite Materials
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Bending Capacity and Rotational Stiffness of Glued and Detachable Corner Joints in PMMA/ATH Solid-Surface Composites — V. Jivkov, Nikolay Yavorov, et al. · Journal of Composites Science (2026) | TGRS Research Map | TGRS