Usually, during the structural design of flat glass, one does not need to take into account the effects of changes from residual stresses.

Question:

How to understand and predict the residual stress distribution of hot bent glass?

I assume, that the surface of the concave and the convex side are the same.

Firstly, I assume that the residual stresses from heat-soaking are only a function of the thickness of a glass pane (and the holding time and temperature distribution over that time) - then it does not matter if the glass is bent or not. However, heat flux behind a concave surface tends to hinder convection while the opposite is true at a convex surface.

Does this geometric influence even matter or is it insensitive to the final residual stress?

Are there any other relevant parameters that could influence residual stresses?

Is there any research available of which I am not aware of?

Reminder:

Residual stresses of heat-soaked flat glass acc. to EN 14179.1:2016 (Heating up to +260°C +/-10°C during a 2-hour holding time) lead to about the same residual surface compression as non-heat soaked glass; therefore the structural design resistance values are not affected.

However, the inner core residual tension stresses are approximately 50% of that of a non-heat soaked glass. (Therefore, the overall residual energy stored is less).

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