Reuse and remanufacturing of glass products are, beside recycling, feasible circular economy solutions for flat glass. Currently, research addresses mostly the separation of materials in insulating glass units and laminated glass, as well as the condition assessment of end-of-life monolithic annealed glass panels. Still, end-of-life thermally tempered glass panels will also increasingly be available in the future. Such glass exhibits a residual stress state, which is advantageous from a structural point of view but impedes mechanical processing like cutting. This contribution focuses on applying thermal stress relief treatment to allow mechanical processing of recovered end-of-life thermally tempered glass. A furnace that allows temperature control was used to heat monolithic thermally tempered glass panels with different temperature curves. New glass panels were used to identify the most suitable temperature curve due to their easier availability in uniform size. End-of-life glass panels will be used later to assess the transferability of the results to aged glass. Thickness and residual stress measurements were conducted both before and after thermal treatment, allowing the evaluation of the degree of stress relief and eventual undesired geometry modifications for the different applied temperature curves. Finally, most samples were tested in four-point bending to analyse the tensile bending strength and the fracture pattern, while part of the samples was subjected to cutting processes. The results of the experimental study show that thermal stress relief treatment can be applied successfully to allow mechanical processing of thermally tempered glass panels, and provide the identified suitable temperature curve for achieving a full relief of existing residual stresses.
This contribution introduces concepts for pre-stressing laminated glass beams with Fe-SMA tendons mechanically anchored at the ends of the glass beams. These concepts are assessed and compared to each other as well as to non-reinforced laminated glass beams based on finite element analysis results. The models used for simulating the pre-stressing process and the structural performance under four-point bending have been validated with previously conducted experiments. The presented results emphasize the advantages of different concepts and point out identified limitations.
