On the inhomogeneity of residual stresses in tempered glass panels

2012 ◽  
Vol 18 (1) ◽  
pp. 3 ◽  
Author(s):  
J Anton ◽  
A Errapart ◽  
M Paemurru ◽  
D Lochegnies ◽  
S Hödemann ◽  
...  
Keyword(s):  
Residual Stresses ◽  
Tempered Glass ◽  
Glass Panels

Analysis of residual stresses at holes near edges in tempered glass

ce/papers ◽  
2021 ◽  
Vol 4 (6) ◽  
pp. 145-162
Author(s):  
Steffen Dix ◽  
Lena Efferz ◽  
Lukas Sperger ◽  
Christian Schuler ◽  
Steffen Feirabend
Keyword(s):  
Residual Stresses ◽  
Tempered Glass

Residual Stresses Near Holes in Tempered Glass Plates

2002 ◽  
Vol 404-407 ◽  
pp. 43-48 ◽  
Author(s):  
Laurent Daudeville ◽  
Frédéric Bernard ◽  
René Gy
Keyword(s):  
Residual Stresses ◽  
Tempered Glass ◽  
Glass Plates

Experimental study on failure mechanism of point-supported tempered glass panels under fire conditions

Structures ◽  
2021 ◽  
Vol 30 ◽  
pp. 495-502
Author(s):  
Fei Yin ◽  
Meiyu Liu ◽  
Yin Bai ◽  
Jianlei Zhai ◽  
Youzhen Zhang ◽  
...  
Keyword(s):  
Experimental Study ◽  
Failure Mechanism ◽  
Tempered Glass ◽  
Glass Panels ◽  
Fire Conditions

Quality control of tempered glass panels with photoelasticity

2016 ◽  
Vol 169 (6) ◽  
pp. 442-449 ◽  
Author(s):  
Ruth Kasper ◽  
Pietro Di Biase ◽  
Markus Feldmann
Keyword(s):  
Quality Control ◽  
Tempered Glass ◽  
Glass Panels

The Key Techniques of Zhangjiajie's Grand Canyon Glass-bottom Suspension Bridge Design

2018 ◽  
Author(s):  
Tianbao Wan
Keyword(s):  
Grand Canyon ◽  
Suspension Bridge ◽  
Tempered Glass ◽  
East Side ◽  
General Introduction ◽  
Box Girder ◽  
Main Cable ◽  
Lateral Distance ◽  
Glass Panels ◽  
Key Techniques

<p>Zhangjiajie's Grand Canyon Glass Bridge is a signature pedestrian and scenic bridge. The bridge is the spatial cable plane earth-anchored suspension with the main cable span of 430-meter-long and a stiffening box-girder span of 373-meter-long. The bridge deck is wholly constructed with transparent tempered glass panels . The lateral distance between two pylons at of the west side and the east side of the bridge is 45m and 50m respectively. This paper is intended to introduce some key techniques of the design along with the general introduction of the bridge.</p>

Modeling of Deformations and Stresses During Glass Tempering

2011 ◽  
Author(s):  
A. Aronen ◽  
R. Karvinen
Keyword(s):  
Heat Transfer ◽  
Energy Consumption ◽  
Residual Stresses ◽  
Process Parameters ◽  
Visual Quality ◽  
Theoretical Knowledge ◽  
Tempered Glass ◽  
Detailed Understanding ◽  
Glass Behavior

Tempered glass must have good strength and visual quality. This is achieved with proper heat transfer control during tempering. Measurement of stresses in tempered glass and temperature measurement during the process are difficult but with simulation the effect of the different process parameters which affect the tempering results and deformations can be studied. A detailed understanding of the process helps to increase the quality of the tempered glass and to decrease the energy consumption of the process. In order to understand the tempering process a theoretical knowledge of heat transfer, mechanics and glass behavior is needed. In the paper the theory of residual stresses is presented and its suitability for use in improvement of the process is discussed.

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