Contribution To The Size Effect On The Strength Of Flat Glass

The ASHRAE diagram for the required thickness of rectangular glass plates with simply supported edges under uniform load is analysed and the maximum principal tensile stresses are calculated for two selected load levels.

Author
K Blank, H Gruters, K Hackl
Origin
Rheinisch-Westfalische Technische Hochschule, Aachen
Journal Title
Glastech Ber 1990 63 5 135-140
Sector
Flat glass
Class
F 217

Request article (free for British Glass members)

Contribution To The Size Effect On The Strength Of Flat Glass
Glastech Ber 1990 63 5 135-140
F 217
Are you a member?
This question is for testing whether or not you are a human visitor and to prevent automated spam submissions.
5 + 12 =
Solve this simple math problem and enter the result. E.g. for 1+3, enter 4.