Stress corrosion rate theory, probability theory and stress distribution theory were combined and used to correlate failure test results for large plates of soda-lime glass from different manufacturers. Examples demonstrate the design implications of the theory.La th\ue9orie du taux de corrosion de la contrainte, la th\ue9orie de la probabilit\ue9 et la th\ue9orie de la distribution de la contrainte ont \ue9t\ue9 r\ue9unies afin de mettre en corr\ue9lation les r\ue9sultats obtenus dans des essais de ruine effectu\ue9s sur de grandes lames de verre soude-chaux provenant de diff\ue9rents fabricants. Des exemples montrent l'importance de la th\ue9orie dans la conception du verre.Reprinted from Proceedings: annual meeting of the International C...
Analytical determination of safety in glass structures often uses oversimplified resistance criteria...
Model building codes and standards in the United States find their bases in a probabilistic model of...
AbstractGlass cannot be handled as a conventional structural material from the point of view of the ...
Static testing of glass plates has shown a pronounced distribution with regard to ultimate strength....
The present work focuses on stress-corrosion mechanisms in soda-lime silica glass. Four-point beam-b...
In order to assess safety levels in glass structures a scattered and inhomogeneous variety of mostly...
The influence of stress corrosion on the edge strength becomes important when designing structural g...
The tendency in modern architecture to use glass structurally means that we need to know the enginee...
Often a crucial place in glass design is the point of load introduction where a high in-plane compre...
Glass, a brittle material, fractures under tensile stress acting over a time duration. Lateral loads...
The multi-scale approach in the statistical evaluation of the macroscopic strength of annealed glass...
Although soda lime glass is the most common used transparent material in architecture, little is kno...
p. 867-880Brittleness is the unintended, but inevitable consequence of producing a transparent cera...
Analytical determination of safety in glass structures often uses oversimplified resistance criteria...
Glass is a brittle solid with an almost perfectly elastic material behavior at common operation temp...
Analytical determination of safety in glass structures often uses oversimplified resistance criteria...
Model building codes and standards in the United States find their bases in a probabilistic model of...
AbstractGlass cannot be handled as a conventional structural material from the point of view of the ...
Static testing of glass plates has shown a pronounced distribution with regard to ultimate strength....
The present work focuses on stress-corrosion mechanisms in soda-lime silica glass. Four-point beam-b...
In order to assess safety levels in glass structures a scattered and inhomogeneous variety of mostly...
The influence of stress corrosion on the edge strength becomes important when designing structural g...
The tendency in modern architecture to use glass structurally means that we need to know the enginee...
Often a crucial place in glass design is the point of load introduction where a high in-plane compre...
Glass, a brittle material, fractures under tensile stress acting over a time duration. Lateral loads...
The multi-scale approach in the statistical evaluation of the macroscopic strength of annealed glass...
Although soda lime glass is the most common used transparent material in architecture, little is kno...
p. 867-880Brittleness is the unintended, but inevitable consequence of producing a transparent cera...
Analytical determination of safety in glass structures often uses oversimplified resistance criteria...
Glass is a brittle solid with an almost perfectly elastic material behavior at common operation temp...
Analytical determination of safety in glass structures often uses oversimplified resistance criteria...
Model building codes and standards in the United States find their bases in a probabilistic model of...
AbstractGlass cannot be handled as a conventional structural material from the point of view of the ...