IEC 61 747 40 3 Edition 1 0 201 5 01 INTERNATIONAL STANDARD Liquid crystal display devices – Part 40 3 Mechanical testing of display cover glass for mobile devices – Biaxial flexural energy to failure[.]
Trang 1IEC 61 747- 40- 3
Editio 1.0 2 15-01
Liquid cryst al display devices –
Part 40-3: Mechanical t est ing of display cover glass for mobi e devices – Biaxial
flexural energy t o fai ure (bal drop)
®
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Trang 3IEC 61 747- 40- 3
Edit io 1.0 2 15-01
Liquid cryst al display devices –
Part 40-3: Mechanical t est ing of display cover glass for mobi e devices – Biax ial
flex ural energy t o fai ure (bal drop)
INT ER NAT IONAL
ELECT R OT ECHNICAL
®
Trang 4FOREWORD 3
INTRODUCTION 5
1 Sco e 6
2 Normative ref eren es 6
3 Terms an def i ition 6
4 General 6
5 Ap aratu 7
5.1 Testin en ironment an pre-con itionin 7
5.2 Ap aratu overview 7
5.3 Heig t adju tment b am 8
5.4 Sp cimen holder 8
5.5 Armature 9
5.6 Bal rele se mec anism 10 5.7 Heig t adju tment clamp 10 5 8 Bal rele se control er 1
0 5.9 Bal 10 5.10 Base 10 6 Proced re 10 6.1 Safety 1
0 6.1.1 Hazard – Broken glas 10 6.1.2 Hazard – Compres ion d e to movin b l 10 6.2 Sample 10 6.3 In ivid al sp cimen 1
6.4 Complete the re ort 1
7 Calc lation 12 7.1 Bre kin energ 12 7.2 Statistical calc lation 12 8 Re ortin 13 8.1 Inf ormation to b re orted for e c test 13 8.2 Inf ormation to b made avai a le up n req est 13 9 Sp cif i ation 14 Fig re 1 – Ap aratu overview 8
Fig re 2 – Sp cimen holder ( o view) 9
Fig re 3 – Sp cimen holder (side view, cros -section) 9
Fig re 4 – Example Weibul plot 13
Trang 5INTERNATIONAL ELECTROTECHNICAL COMMISSION
LIQUID CRYSTA L DISPLA Y DEVICES –
Part 40-3: Mechanical testing of display cover glass for mobi e devices –
Biaxial flexural energy to fai ure (bal drop)
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International Stan ard IEC 617 7-4 -3 has b en pre ared by tec nical commit e 1 0:
Electronic display devices
The text of this stan ard is based on the f ol owin doc ments:
Ful inf ormation on the votin for the a proval of this stan ard can b f ou d in the re ort on
votin in icated in the a ove ta le
This publ cation has b en draf ted in ac ordan e with the ISO/IEC Directives, Part 2
Trang 6A l st of al p rts in the IEC 617 7 series, publ s ed u der the general title Liquid cryst al
display d evic s, can b fou d on the IEC we site
The commit e has decided that the contents of this publ cation wi remain u c an ed u ti
the sta i ty date in icated on the IEC we site u der "ht p:/ we store.iec.c " in the data
related to the sp cif i publ cation At this date, the publ cation wi b
• reconfirmed,
• with rawn,
• re laced by a revised edition, or
A bi n ual version of this publcation may b is ued at a later date
Trang 7Mo i e electronic devices have b come in re sin ly so histicated an often in lu e display
f or the purp ses of u er interace an viewin Su h display commonly in orp rate a
tran p rent cover glas whic aid in protectin the display again t the introd ction of
damage throu h routine device tran p rt an u e, as wel as oc asional or ac idental mis se
The purp se of this stan ard is to provide mec anical testin proced res f or cover glas es
uti zed in s c a plcation Su h glas es can b stren thened, for example via an ion
-ex han e proces , whic acts to in re se mec anical stren th throu h the introd ction of a
s race compres ive layer
Trang 8LIQUID CRYSTA L DISPLA Y DEVICES –
Part 40-3: Mechanical testing of display cover glass for mobi e devices –
Biaxial flexural energy to fai ure (bal drop)
This p rt of IEC 617 7-4 is a mec anical p r orman e testin proced re for cover glas
u ed in electronic f lat p nel display in mo i e devices This stan ard is f oc sed on the
me s rement of s rf ace imp ct resistan e via biaxial flex re generated by a b l dro
The f ol owin doc ments, in whole or in p rt, are normatively ref eren ed in this doc ment an
are in isp n a le f or its a pl cation For dated ref eren es, only the edition cited a ples For
u dated referen es, the latest edition of the referen ed doc ment (in lu in an
amen ments) a pl es
IEC 617 7-4 -1, Liquid crystal d ispl ay devic s – Part 4 -1: Mec a ic l test in of d isplay
c v r gl as for mo il e d evic s – Guidel ines
IEC 616 9:2 0 , Weib ll a alysis
3 Terms and def initions
For the purp ses of this doc ment, the f ol owin terms an def i ition a ply
3.1
in ivid al piece of glas to b tested to f ai ure
3.2
s mple
group of sp cimen s arin a common p digre (s c as man f acturin proces an p riod
of prod ction), f or whic faiure statistic can b generated an re orted
3.3
s mple size
n mb r of sp cimen in a sample
3.4
nominal v lue
value a out whic a toleran e ran e is sp cified
This test is statistical in nature A b l is dro p d onto e c of a n mb r of sp cimen in a
sample The energ req ired to bre k e c sp cimen is recorded Statistic that mig t b
sp cified are calc lated an re orted The energ req ired to bre k a given sp cimen is
determined by startin with a minimum dro heig t an then in re sin the dro heig t by a
f i ed in rement for dro s that do not res lt in bre kage
Trang 9The typical energ req ired to bre k sp cimen wi de en on the sp cimen nominal
dimen ion , len th an width, as wel as thic nes Sample bre kage values s ould only b
comp red when the nominal dimen ion of the samples are the same
The combination of b l mas an dro pin heig t yield the bre kage energ The a p ratu
al ows for a maximum dro heig t of at le st 18 cm A b l mas of 12 g may b adeq ate
f or 5 mm × 5 mm (± ,5 mm) sp cimen with thic nes ran in f rom 0,5 mm to 2,0 mm
Thic er, stron er or larger sp cimen may req ire a larger b l f or a 10 % bre kage by a
dro heig t of 18 cm
Clau e 5 des rib s the a p ratu Clau e 6 des rib s the proced res f or b th the sample as
a whole as wel as f or an in ivid al sp cimen Clau e 7 des rib s the calc lation
To complete the test, some me n of catc in the b l when the b l dro do s not bre k the
sp cimen s ould b provided This could b done by providin the tester with an as istant or
by some a p ratu Pos ible a p ratu o tion are not doc mented in this stan ard
When the b l dro do s not bre k the sp cimen an b u ces, the re ou d heig t may b up
to a proximately 8 % of the original dro heig t an is p ral el to the heig t adju tment
b am When the dro res lts in breakage, the b u ce direction is ran om but the re ou d
heig t is s bstantial y red ced
When bre kage oc urs d e to a fai ure to catc the re ou din b l an a double imp ct
res lts in bre kage, the heig t is recorded, but the sp cimen is tre ted as a late s sp n ion
(se 7.2)
It is as umed that al me s rements are p rormed by p rson el s i ed in the general art of
mec anical pro erty me s rements Furthermore, it s ould b as ured that al eq ipment is
s ita ly cal brated as is k own to s i ed p rson el an that record of the cal bration data
an trace bi ty are ke t
5.1 Te ting e vironme t a d pre-conditioning
The stan ard testin en ironment is sp cified in 617 7-4 -1 Sp cimen s al b stored in
s c an en ironment for at le st f our hours b fore testin
Fig re 1 s ows the overview of the a p ratu
Trang 10Key
A Heig t a ju tme t b am
B Sp cime h ld r
C Armature
D Bal rele s me h nism
E Heig t a ju tme t clamp
F Bal rele s c ntroler
G Bal (whie dro pin )
H Ba e
Figure 1 – Ap aratus ov rview
5.3 Height a justme t be m
This b am s al b lon enou h to al ow dro s of at le st 18 cm in maximum heig t It is
p rp n ic lar to the testin s rf ace It s al b marked with distan es f om the test s rf ace in
in rements of 5 cm The test s r ace is the to s race of the sp cimen when it is in erted
into the sp cimen holder Dro distan e is the distan e fom the test s race to the b t om of
the b l when it is at ac ed to the b l rele se mec anism
To ac ommodate the p s ibi ty of dif ferent sp cimen thic nes es or sp cimen holder
dimen ion , a cor ection f actor can b u ed to con ert the heig t markin s on the heig t
adju tment b am to the actual dro pin distan es to within ±1 mm b fore the energy
calc lation is completed
5.4 Spe ime hold r
This is made of a rigidized p lymer (s c as p lyox meth lene (POM), hig den ity
p lyeth lene (HDPE), p ly(meth l methacrylate) (PMMA), p ly(meth l acrylate) (PMA) or
p ly arb nate (PC) to minimize damage to sp cimen as they are mou ted into it It is a
s uare or rectan ular f ame that s p orts a sp cimen on a led e of 4 mm to 6 mm, with the
led e s r ou ded by a sp cimen containment b r ier The b r ier dimen ion s al b large
enou h to ac ommodate al sp cimen without bin in The specimen s al b elevated fom
A
B
C
D
E
F
G
H
IEC
Trang 11the ta le by a distan e that is large enou h that no sp cimen tou hes the ta le d e to
deflection d rin a test
Fig re 2 s ows a to view an Fig re 3 s ows a side view cros -section
NOT Th k y to th leters is pro id din Fig re3
Fig re 2 – Spe ime holder (top view)
Key
A Ba e s ra e
B Sp cime c ntainme t b rier
C L d e
Figure 3 – Spe ime holder (side view, cros -s ction)
The sp cimen holder, b se an /or heig t adju tment b am desig s al provide a me n of
re e ta i ty by placin the sp cimen holder so the b l dro s onto the centre of the
sp cimen Displacement er or f rom the inten ed dro location s al not b gre ter than 2
mm when p r ormin dro s ≤ 1 m in heig t an not gre ter than 3 mm when p rf ormin dro s
> 1 m in heig t Displacement er ors can b as es ed via the u e of a plumb l ne, a plumb
b b an pres ure-in icatin f ilms, or via other me n whic ena le the ac urate q antification
of inten ed vers s actual dro p sition
5.5 Armature
B
C
A
IEC
B
C
A
IEC