Mechanical Behavior of Cold-Bent Insulating Glass Units - Presentation (Summary)

Page 1

FRANZ NIKOLAUS PÖLZL

MECHANICAL BEHAVIOR OF COLD-BENT INSULATION GLASS UNITS MASTER‘S THESIS


FRANZ NIKOLAUS PÖLZL

MECHANICAL BEHAVIOR OF COLD-BENT INSULATION GLASS UNITS MASTER‘S THESIS


CONTENTS 1

motivation and objectives

2

bending of glass

3

parameter study

4

conclusions

01


CONTENTS 1

motivation and objectives

2

bending of glass

3

parameter study

4

conclusions

01


1 MOTIVATION AND OBJECTIVES -smooth and aesthetic building skin -no standardization in structural glazing -mechanical behavior of cold-bent IGU‘s ??? -economical method at the construction site „My objective is an outcome which is able to advance the research in this promising branch of facade engineering“

02


1 MOTIVATION AND OBJECTIVES -smooth and aesthetic building skin -no standardization in structural glazing -mechanical behavior of cold-bent IGU‘s ??? -economical method at the construction site My objective is an outcome which is able to advance the research in this promising branch of facade engineering.

02


CONTENTS 1

motivation and objectives

2

bending of glass

3

parameter study

4

conclusions

03


2 BENDING OF GLASS methods -hot-bending -cold bending

04


2 BENDING OF GLASS methods -hot-bending -well-tried way of bending glass -reshape flat glass by heat -reshaping accordingly to the underlying formwork -small bending radii are possible -economical for mass production -shoddy surface parallelism

-cold bending

04


2 BENDING OF GLASS methods -hot-bending -cold bending

05


2 BENDING OF GLASS methods -hot-bending -cold bending -is done after the glass is tempered -hence, it retains it‘s mechanical properties of safety glass -smaller bending radii than hot-bent glass -good optical quality -economical for small quantities

05


2 BENDING OF GLASS insulating glass unit (IGU) 1 2 3 4 5 6

glass pane glass pane metallic spacer bar dessicant primary seal (butyl) secondary seal (silicone)

06


MODELLING OF THE IGU volume element, 2nd order

glass panes: volume element, 2nd order

07


MODELLING OF THE IGU volume element, 2nd order

glass panes: volume element, 2nd order secondary seal: volume element, 2nd order

07


MODELLING OF THE IGU shell element, 2nd order

glass panes: volume element, 2nd order secondary seal: volume element, 2nd order spacer bar: shell element, 2nd order

07


MODELLING OF THE IGU butyl (primary seal) is neglected

glass panes: volume element, 2nd order secondary seal: volume element, 2nd order spacer bar: shell element, 2nd order primary seal: is neglected

07


MODELLING OF THE IGU butyl (primary seal) is neglected

glass panes: volume element, 2nd order secondary seal: volume element, 2nd order spacer bar: shell element, 2nd order primary seal: is neglected

07


MODELLING OF THE IGU

master

slave to the glass panes master to secondary seal master/slave contact

master

/\/\/\/\/\/\/\

/\/\/\/\/\/\/\/\/\/\/\/

master/slave contact

glass panes: volume element, 2nd order secondary seal: volume element, 2nd order spacer bar: shell element, 2nd order primary seal: is neglected tied

tied

all interactions are described by static interaction properties either by master/slave interactions with hard contact or by tying the parts together

slave tied

/\/\/\/\/\/\/\

tied

08


CONTENTS 1

motivation and objectives

2

bending of glass

3

parameter study

4

conclusions

09


IGU MODELS

10


IGU MODELS

single-curved or single-bent

double-curved or double-bent

10


single-bent IGU

parameter study

doublebent IGU

case study

parameter study

reference model

thickness of the glass pane

reference model

support situation 1

thickness of the glass pane

parameter study

depth of the cavity

case study

support situation 2

aspect ratio

outcome

young‘s modulus of the secondary seal

parameter study

support situation 3

stainless steel spacer and aluminum spacer

outcome

aspect ratio

11


SINGLE-BENT IGU thickness of the glass panes

///////////

x=y=z=0 z

x

y

12


SINGLE-BENT IGU thickness of the glass panes

z

x

y

12


SINGLE-BENT IGU thickness of the glass panes

///////////

x=y=z=0 z

x

y

12


SINGLE-BENT IGU

13


single-bent IGU

parameter study

doublebent IGU

case study

parameter study

reference model

thickness of the glass pane

reference model

support situation 1

thickness of the glass pane

parameter study

depth of the cavity

case study

support situation 2

aspect ratio

outcome

young‘s modulus of the secondary seal

parameter study

support situation 3

stainless steel spacer and aluminum spacer

outcome

aspect ratio

14


single-bent IGU

parameter study

doublebent IGU

case study

parameter study

reference model

thickness of the glass pane

reference model

support situation 1

thickness of the glass pane

parameter study

depth of the cavity

case study

support situation 2

aspect ratio

outcome

young‘s modulus of the secondary seal

parameter study

support situation 3

stainless steel spacer and aluminum spacer

outcome

aspect ratio

14


SINGLE-BENT IGU thickness of the glass panes

Glass pane 2

IGU

Secondary Seal

Spacer

Glass pane 1

IGU

Glass pane 1 ///////////

x=y=z=0 /////////////////////////////

x=y=z=0

15


SINGLE-BENT IGU thickness of the glass panes

16


SINGLE-BENT IGU thickness of the glass panes 10 mm 8 mm 6 mm

16


SINGLE-BENT IGU thickness of the glass panes 10 mm 8 mm 6 mm

16


SINGLE-BENT IGU thickness of the glass panes glass pane 2, 6mm

10 mm 8 mm 6 mm

glass pane 1, 6 mm glass pane 2, 10 mm

the „other“ glass pane thickness (glass pane 2) does not have a significant influence on the stress in the considered glass pane (glass pane 1) glass pane 1, 6 mm

16


SINGLE-BENT IGU stainless steel vs. aluminum spacer bars

glass pane 2

axis 5-5 axis 6-6

axis 5-5 axis 6-6

glass pane 1

subconstruction

17


SINGLE-BENT IGU

axis 5-5 axis 6-6

stainless steel vs. aluminum spacer bars

Stainless steel

Aluminum

17


SINGLE-BENT IGU stainless steel vs. aluminum spacer bars

axis 5-5 axis 6-6

yielding of stainless steel at 230 N/mm²

Stainless steel

Aluminum

17


SINGLE-BENT IGU stainless steel vs. aluminum spacer bars

axis 5-5 axis 6-6

Aluminum spacer bar reaches ultimate strength

Stainless steel

Aluminum

17


SINGLE-BENT IGU aspect ratio / length of the IGU

18


SINGLE-BENT IGU aspect ratio / length of the IGU

18


SINGLE-BENT IGU aspect ratio / length of the IGU

18


SINGLE-BENT IGU aspect ratio / length of the IGU

18


SINGLE-BENT IGU aspect ratio / length of the IGU

5.6% 25%

18


SINGLE-BENT IGU aspect ratio / length of the IGU

5.6%

12.5% 25%

18


DOUBLE-BENT IGU

z

x y

19


DOUBLE-BENT IGU

z

x y

19


DOUBLE-BENT IGU

z

x y

19


DOUBLE-BENT IGU

20


single-bent IGU

parameter study

doublebent IGU

case study

parameter study

reference model

thickness of the glass pane

reference model

support situation 1

thickness of the glass pane

parameter study

depth of the cavity

case study

support situation 2

aspect ratio

outcome

young‘s modulus of the secondary seal

parameter study

support situation 3

stainless steel spacer and aluminum spacer

outcome

aspect ratio

21


DOUBLE-BENT IGU aspect ratio / length of the IGU

22


DOUBLE-BENT IGU aspect ratio / length of the IGU

23


DOUBLE-BENT IGU aspect ratio / length of the IGU membrane stresses

no membrane stresses

23


DOUBLE-BENT IGU aspect ratio / length of the IGU

23


DOUBLE-BENT IGU aspect ratio / length of the IGU

23


DOUBLE-BENT IGU aspect ratio / length of the IGU

deformation plateau

anticlastic shape

23


CONTENTS 1

motivation and objectives

2

bending of glass

3

parameter study

4

conclusions

24


4 CONCLUSIONS -Glass pane thickness in the thicker of both glass panes determines the maximum principal stress

25


4 CONCLUSIONS -Glass pane thickness in the thicker of both glass panes determines the maximum principal stress -Aluminum as a material for spacer bars is not suitable due to it‘s low ductility

25


4 CONCLUSIONS -Glass pane thickness in the thicker of both glass panes determines the maximum principal stress -Aluminum as a material for spacer bars is not suitable due to it‘s low ductility

-Spacer bars have to be made out of a ductile material -Stainless steel as a material for spacer bars is suitable

25


4 CONCLUSIONS -Glass pane thickness in the thicker of both glass panes determines the maximum principal stress -Aluminum as a material for spacer bars is not suitable due to it‘s low ductility

-Spacer bars have to be made out of a ductile material -Stainless steel as a material for spacer bars is suitable

-The shear deformation, hence the strain in the edge zone is high -High performance structural silicone for long-term applications

25


4 CONCLUSIONS -Glass pane thickness in the thicker of both glass panes determines the maximum principal stress -Aluminum as a material for spacer bars is not suitable due to it‘s low ductility

-Spacer bars have to be made out of a ductile material -Stainless steel as a material for spacer bars is suitable

-The shear deformation, hence the strain in the edge zone is high -High performance structural silicone for long-term applications

-Membrane stresses in the glass panes occur for small aspect ratios and thin glass pane thicknesses for the double-bent IGU → Prevent a perfectly anticlastic shape → Can be an issue regarding the optical quality 25


FRANZ NIKOLAUS PÖLZL

Thank you for your attention


SINGLE-BENT IGU depth of the cavity


SINGLE-BENT IGU young‘s modulus of the secondary seal


DOUBLE-BENT IGU thickness of the glass panes


DOUBLE-BENT CASE STUDIES support situations 1

2

3


MESH SIZE

Part Glass pane Secondary seal, circumferential Secondary seal along its height/width Spacer along its length Spacer along its height/width Subconstruction

Seeding method By size, double By size, double

Mesh size 0.01 to 0.1 m 0.005 to 0.05 m

By number, 4/3

0.005/0.003 m

By size, double By number, 4/3

0.005 to 0.05 m 0.005/0.003 m

By size, double

0.02 to 0.2 m


MODELLING OF THE IGU

04


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