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Sustainable glass architecture through intelligent adhesive and sealant solutions

This paper seeks to understand the outstanding questions around the potential carbon consequences and benefits of using insulating glass units (IGU) in facades.

Design, Engineering and Experimental Testing of Tubular Glass Columns

This research revolves around the design, fabrication and testing of tubular glass columns, with particular focus on their redundancy and fire-safety mechanisms.

Nonlinear Calculations Methods for Polymeric Materials in Structural Glass Construction - an Overview

The result of the calculation for the strain energy density is shown below (Figure 5). Fig. 5 Deformation energy density [J / mm³] in the cross section of the L-shaped adhesive joint (long side a), corner b), short side c)). The section through the long and short side as well as through the module corner is displayed. The results clearly indicate the critically stressed areas in the adhesive. They occur where relatively thin adhesive layer thicknesses connect the two substrates and the load caused by large impediments to transverse expansion has high hydrostatic proportions. The model provides valuable insights into dimensioning and geometry optimization for the described component.

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