Experimental Tests of Laminated Glass with Embedded Steel Mesh Subjected to In-Plane Loading

Kozłowski, Marcin; Wasik, Dominik

Experimental Tests of Laminated Glass with Embedded Steel Mesh Subjected to In-Plane Loading

Architecture, Civil Engineering, Environment

Volume 16 (2023): Issue 3 (September 2023)

By:

Marcin Kozłowski

and Dominik Wasik

Open Access

|Oct 2023

Figures & Tables

Tested samples: (a) front view; (b) cross-section (exploded view). Dimensions in mm

Comparison of reference and reinforced samples

Experimental set-up: (a) front view; (b) cross-section. Dimensions in mm

Experimental results: force – displacement history for selected samples of G12 series

Samples’ destruction phases: a) simultaneous glass breakage; b) non-simultaneous glass breakage; c) ultimate failure of reference (REF) sample, d) ultimate failure of reinforced (MESH) sample

Failure modes of samples during tests: a) simultaneous breakage of panes; b) progressive breakage of panes

Average decrease in Fel,max force after glass breakage: a) first mode of glass failure; b) second mode of glass failure

Results in the post-breakage phase: a) maximum force in the post-breakage phase Fcr,max; b) post-breakage load capacity Fcr,max / Fel,max for each sample

Results of the experimental study

Test Series	F_{el,max T} [kN]	u(F_{el,max T}) [mm]	F_{el,max M1} [kN]	u(F_{el,max M1}) [mm]	F_{el,max M2} [kN]	u(F_{el,max M2}) [mm]	F_cr,min [kN]	F_cr,max [kN]	u_cr,ult [mm]
G8-REF	8.76 ± 0.13	1.00 ± 0.07	5.71 ± 2.18	0.82 ± 0.30	11.45 ± 2.87	1.92 ± 0.41	0.06 ± 0.01	1.24 ± 0.10	96.34 ± 2.02
G8-MESH	13.30 ± 3.18	0.92 ± 0.43	7.76 ± 2.2	0.92 ± 0,35	13.00 ± 2.67	2.05 ± 0.55	2.52 ± 0.34	4.80 ± 0.22	87.20 ± 10.04
G10-REF	11.10 ± 1.83	1.00 ± 0.39	12.27 ± 3.37	1.17 ± 0,27	14.98 ± 4.64	2.04 ± 0.68	0.08 ± 0.02	1.17 ± 0.13	98.29 ± 10.04
G10-MESH	20.30 ± 3.71	1.69 ± 0.10	15.20 ± 4.17	0.9 ± 0.27	21.88 ± 9.57	1.59 ± 0.28	2.32 ± 0.46	4.92 ± 0.22	85.43 ± 12.04
G12-REF	18.79 ± 5.17	1.47 ± 0.16	11.75 ± 0	1.7 ± 0	21.05 ± 0	2.02 ± 0	0.06 ± 0.01	1.23 ± 0.13	99.68 ± 11.73
G12-MESH	20.72 ± 2.85	0.87 ± 0.29	29.18 ± 5.46	1.97 ± 0,02	32.97 ± 3.07	2.60 ± 0.04	2.15 ± 0.45	4.67 ± 0.61	89.55 ± 8.28

Overview of the tested samples

Test Series	Glass Thickness (mm)	Interlayer
G8-REF	2 × 8 mm	2 × 1.52 mm
G8-MESH	2 × 8 mm
G10-REF	2 × 10 mm
G10-MESH	2 × 10 mm
G12-REF	2 × 12 mm
G12-MESH	2 × 12 mm

DOI: https://doi.org/10.2478/acee-2023-0035 | Journal eISSN: 2720-6947 | Journal ISSN: 1899-0142

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Language: English

Page range: 77 - 88

Submitted on: Jun 7, 2023

Accepted on: Aug 2, 2023

Published on: Oct 20, 2023

Published by: Silesian University of Technology

In partnership with: Paradigm Publishing Services

Publication frequency: 4 issues per year

Keywords:

Creep,

Post-breakage capacity

Related subjects:

Architecture and design,

Architecture,

Architects, buildings

© 2023 Marcin Kozłowski, Dominik Wasik, published by Silesian University of Technology
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

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Experimental Tests of Laminated Glass with Embedded Steel Mesh Subjected to In-Plane Loading

Figures & Tables

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Results of the experimental study

Overview of the tested samples

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