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F. Majid et alii, Frattura ed Integrità Strutturale, 38 (2016) 273-280; DOI: 10.3221/IGF-ESIS.38.37
273
Focussed on Multiaxial Fatigue and Fracture
Pressure vessels design methods using the codes,
fracture mechanics and multiaxial fatigue
Fatima Majid, Jilali Nattaj, Mohamed Elghorba
University of Hassan II, National Superior School of Electricity and Mechanics Casablanca (ENSEM)
LCCMMS
majidfatima9@gmail.com, http://orcid.org/0000-0001-8909-8232
ABSTRACT. This paper gives a highlight about pressure vessel (PV) methods
of design to initiate new engineers and new researchers to understand the
basics and to have a summary about the knowhow of PV design. This
understanding will contribute to enhance their knowledge in the selection of
the appropriate method.
There are several types of tanks distinguished by the operating pressure,
temperature and the safety system to predict. The selection of one or the
other of these tanks depends on environmental regulations, the geographic
location and the used materials.
The design theory of PVs is very detailed in various codes and standards API,
such as ASME, CODAP ... as well as the standards of material selection such
as EN 10025 or EN 10028.
While designing a PV, we must design the fatigue of its material through the
different methods and theories, we can find in the literature, and specific
codes. In this work, a focus on the fatigue lifetime calculation through
fracture mechanics theory and the different methods found in the ASME
VIII DIV 2, the API 579-1 and EN 13445-3, Annex B, will be detailed by
giving a comparison between these methods.
In many articles in the literature the uniaxial fatigue has been very detailed.
Meanwhile, the multiaxial effect has not been considered as it must be. In this
paper we will lead a discussion about the biaxial fatigue due to cyclic pressure
in thick-walled PV. Besides, an overview of multiaxial fatigue in PVs is
detailed.
KEYWORDS. Pressure vessel design; ASME VIII; Multiaxial fatigue; Fracture
mechanics; Cumulative damage.
Citation: Majid, F., Nattaj, J., Elghorba, M.,
Multi-purpose fatigue sensor. Part 2. Pressure
vessels design methods using the codes,
fracture mechanics and multiaxial fatigue,
Frattura ed Integrità Strutturale, 38 (2016)
273-280.
Received: 15.05.2016
Accepted: 20.06.2016
Published: 01.10.2016
Copyright: © 2016 This is an open access
article under the terms of the CC-BY 4.0,
which permits unrestricted use, distribution,
and reproduction in any medium, provided
the original author and source are credited.
INTRODUCTION
he pressure vessels (PV) are among the most used storage means in many industries, particularly in the Ammonia,
Gas, Petrochemical industries. They may be cylindrical, spherical depending on the nature of the stored product,
its environment and its use. The PVs are more complex in design and safety component management. They are T
F. Majid et alii, Frattura ed Integrità Strutturale, 38 (2016) 273-280; DOI: 10.3221/IGF-ESIS.38.37
274
interacting with the stored product and the external environment such as climate conditions and earthquakes. The higher
number of PVs accidents [1] oblige us to be careful when using such equipments and to go beyond the codes and the
standards for further detailed engineering design, develop new concepts in the performance framework and create a more
dynamic vision and methodology as part of predictive and autonomous maintenance.
The designers do usually a routine design of the PVs, but they don’t take into consideration the fatigue and the cumulative
damage calculations for lifetime prediction. A lot of researchers are usually dealing with the uniaxial fatigue. But many
other researchers tried to deal with the multiaxial fatigue to show the complexity of the phenomenon. A PV is always
subjected to multiaxial loadings and multiaxial stresses. Meanwhile, the prediction of industrial equipments’ reliability and
availability still a difficult task for final clients and engineers. Thus five approaches dealing with multiaxial fatigue exist in
the literature. The first approach is the stress or strain invariant approach leaded by many authors [2- 8]. The second one
is the critical plan approach leaded by Brown and Miller [9-28]. The third one is the integral approach leaded by [29-32].
The fourth one is the energetic approach leaded by [33, 34]. The fifth and the last one are the empiric formulas leaded by
[35-38] for high cycle fatigue et Mowbray [39], Manson and Halford Kalluri and Bonacuse for low cycle fatigue.
The metal’s damage due to fatigue has a well-known cycle, going through micro crack initiation, then its propagation until
the rupture at the end. The fatigue rupture causes 50% to 90% of all the mechanical failures. According to many
researches as Fatemi, 2010 and NASA, 1994 for metal, micro cracks of about 10 to 100 micrometers uses 60 to 80% of
the fatigue resistance, in other words the metal life time. That’s why it is very interesting to study the small cracks in
progress ie the first stage (Stage I) of crack. One of the major PV’s failures is the fatigue’s cracking. For that reason, we
have to predict and analyze the cracks behavior, and specifically the crack propagation, in order to ensure the correct
maintenance of PV. Many studies have been developed to face this kind of failures.
PRESSURE VESSELS DESIGN
he tanks are classified into three groups according to the operating pressure The atmospheric storage tanks for
operating pressure of less than 18 kPa which are managed by the API 650 standard, The low-pressure storage
tanks 18 kPa <P <100 kPa which are managed by the API 620 standard and PVs whose operating pressure P>
100 kPa which are managed by ASME Sec VIII [40].
In this part of work, we developed a standard methodology for PVs design. We start by defining the design assumptions
through the PV’s geometry, the site conditions, the service conditions, the test conditions and the design conditions.
Then, the material choice is done through the clients recommendations and the international standards CODAP, ASME
II, EN13345 or EN 10222-4 or standards for materials choice EN-10025, EN 10028, ISO 9327-4: 1999, JIS G 3202: 1988
and ASTM. In the next step, we define the codes for PV calculation, figure (a), such as ASME, CODAP or API. Next, we
define earthquake, safety elements, metallic construction codes such as CM66, and the regulations for the stored product.
After that, we start the PV element calculation through the shell’s thickness calculation, figure (a), head’s thickness
calculation, figure (b), nozzles calculation, figure (c), saddles calculation, seismic through UBC 1997 ground supported
code and wind through the building code ASCE 7-05 verifications, calculation of lifting lugs, figure (d), and finally the
calculation of fire circuit tanks through NFPA or other recognized standard [50].
PRESSURE VESSELS MULTIAXIAL FATIGUE DESIGN
V is subjected to repeated loading that could cause failure by the development of progressive fracture, ASME
Section VIII Division 2, API 579-1 and EN 13445-3 Annex B has detailed procedures for determining if a vessel in
cyclic service requires a detailed fatigue analysis or not, and how to conduct the analysis. The ASME code is taking
into consideration non conservative approaches, which are dealing combined load sources, rather than the other codes.
The exemption of fatigue calculation is given by 3 screening procedure. The first one is based on successful experience
and the second one, method A, uses a simple six step procedure for material with tensile strength of 550 MPa maximum.
The third one, method B, is the most important one and it is developed in the table below according to the Section VIII
Division 2 Paragraph 5.5.2.4. We start by determining the history of the loading given by the specs (step1) and then we
determine screening criteria factors, C1 and C2 (step2). Then, we proceed directly to fatigue analysis if any step inequation
is false, else if we pass to the next step.
The fatigue life is predicted from the S-N curve, results of fatigue tests on smooth bar, based on fatigue strength
reduction factors (Kf).
T
P
F. Majid et alii, Frattura ed Integrità Strutturale, 38 (2016) 273-280; DOI: 10.3221/IGF-ESIS.38.37
275
Figure 1: Illustration of pressure vessels elements.
Step Step detail Formulas
E
xe
m
p
ti
o
n
M
et
h
o
d
B
Step3- Full range pressure cycles FPN N C S1( ) (1)
Step4- Maximum range of pressure
a P
PN
S NP
C S1
( )
( ) (2)
Step5-Maximum temperature difference between
two adjacent points
a TN
TN
ym
S NP
C C E1 1
( )
( )
(3)
Step6-Maximum temperature difference fluctuation
between two adjacent points
a TN
R
ym
S NP
T
C C E1 1
( )
( )
(4)
Step7-Maximum temperature difference fluctuation
for differents components materials
a TM
R
y y
S N
T
C E E2 1 1 2 2
( )
( )
( . . )
(5)
Step8- Equivalent stress range MLR a SS S N( ) (6)
F
at
ig
ue
A
ss
es
sm
en
t
Elastic Stress Analysis Equivalent stress e k p k LT k v k LT k
K S S K S
S
, , , , ,( )
)
2
(7)
Elastic-Plastic Stress AnalysisEquivalent strain
ya k eff kE
S
, ,
2
(8)
peq k
y
S
E
,
(9)
Table 1: Pressure vessels fatigue design.
F. Majid et alii, Frattura ed Integrità Strutturale, 38 (2016) 273-280; DOI: 10.3221/IGF-ESIS.38.37
276
MULTIAXIAL FRACTURE OF THICK WALL CYLINDER
he wall of the pressure cylinders generally undergoes triaxial loading Axial, circumferential and radial. In fact, many
theories have been developed to predict the fracture of pressure cylinder by determining the limit charges. There
are some theories which are dealing only with the internal pressure. Other theories are focusing on the applied
axial stress. And the last category is dealing with both of them.
In the table below, we present a review of almost all the theories dealing with the limit internal pressure and the combined
internal pressure and applied axial stress.
For the first category, they are predicting the rupture pressure. Meanwhile, the second category they are fixing either the
internal pressure or the applied axial stress and predicting the other one.
Theories Author,year Equation
In
te
rn
al
p
re
ss
ur
e
Hill, 1950 [41]. y
i
D
P
D
02 ln
3
(10)
Nadai, 1950 [42]. UTS
i
D
P
D
02 ln
3
(11)
Faupel, 1956 [43].
y
y
UTS i
D
P
D
02 2 ln
3
(12)
Asser Brabin, 2009 [44].
y
y
UTS i
D
P
D
02 (1 1 ln
3
(13)
DNV,2010 [45]. y
m
t
P
D
2 2
3
(14)
KleverFJ, 2006 [46].
Stewart G, 1994 [47].
UTSn n
m
t
P
D1 1
2 1 2
23
(15)
C
o
m
b
in
ed
in
te
rn
al
p
re
ss
ur
e
an
d
ax
ia
l a
p
p
lie
d
st
re
ss
Klever FJ, 2006 [46].
Stewart G, 1994[47].
n
n n i
eff UTS
UTS
m
P
t
D
1
1 1 31 4 3
24
(16)
i m
n n
UTSn n
UTS
P D
tP
2
1 1
1 1
2 4 3 41
33
(17)
Table 2: Overview of multiaxial fracture in the limit conditions.
CUMULATIVE DAMAGE EVALUATION BY A THEORY COMBINATION
he prediction of intervention’s time by the maintenance services is generally very difficult unless we figure out
when the damage could occur. In fact, determining the damage, In the ASME code, is generally evaluated through
linear methods like MINER, although the results obtained by this method are very approximate. However, the
non-linear quantifications of the damage seem difficult due to the big number of parameter.
T
T
F. Majid et alii, Frattura ed Integrità Strutturale, 38 (2016) 273-280; DOI: 10.3221/IGF-ESIS.38.37
277
In this perspective, simplifying the testing procedures is required by opting for static tests instead of dynamic tests which
are so expensive and difficult.
The unified theory developed by Bui Quoc in 1971, has the advantage of ensuring an assessment of the damage through
dynamic and static tests.
In this paper we evaluated the damage through a combined theory using the unified theory [48,49] and burst pressure Eq.
(16) and (17).
ur
u
s
a
u
P
P
D
P
P
1
1
(18)
where Pur is the burst pressure for notched cylinder, Pu is the burst pressure for a unotched cylinder and Pa is the pressure
before rupture.
The approach presented in this part of the paper is based on artificial damage creation by creating a notch with a variable
depth and then we evaluate the damage for each depth. The cylinder we are working on has a thickness of 5.8 mm, an
external diameter of 63 mm and a length of 400 mm. The operating pressure for the case study is 0.6 MPa. The
mechanical properties of the studied material are given in the Tab. 3 obtained from mechanical characterization we did
through tensile tests.
(a) (b)
Figure 2: Notched cylinder (a) FEA of notched cylinder (b).
Material Yield stress σy (MPa) Ultimate stress σu(MPa)
P265GH 320 470
A36 372 621
Table 3: Mechanical properties of materials.
In this part of the paper, we proved that a combination between the unified theory and the burst pressure formulas is
possible. Then we showed that we can predict the fracture by theoretical calculations. We proved also that the unified
theory can be used with burst pressure formulas based on combined applied axial stress and internal pressure. The burst
pressure is decreasing while the notch depth increases. Meanwhile, the cumulative based on the burst pressure formulas is
almost the same as the one obtained by experimental tests and the use of the unified theory.
CONCLUSION
ressure vessel design pass through many steps as shown in this article. The minimum requirement according the
ASME code has been resumed in the first part of the article. Then, a review and a discussion of pressure vessels
fatigue design have been detailed. In the third part of the article, we discussed the multiaxial fracture by giving an
overview of almost the methods and formulas of burst or rupture pressure. The limit pressure is determined through the
P
F. Majid et alii, Frattura ed Integrità Strutturale, 38 (2016) 273-280; DOI: 10.3221/IGF-ESIS.38.37
278
internal pressure, applied stress or the combination of both of them. In the last part, we want to make these formulas in
proof by a combination of the unified theory and the burst pressure formulas for static damage evaluation. The obtained
result was compared with the damage of A36 steel subjected to uniaxial fatigue tests and tensile tests. We noticed that the
results are almost the same. The validation of this combination was done for P265GH and A36 steel.
a)
b)
Figure 3: Failure pressure (a) and Damage and reliability (b) of P265GH and A36 function of the ratio notch depth-thickness.
REFERENCES
[1] BARPI. Echelle de gravité des accidents industriels. Bureau d'Analyse des Risques et Pollutions Industrielles,
Ministère chargé de l'Environnement, Direction de la Prévention des Pollutions et des Risques, Service de
l'Environnement Industriel. Édition Binôme, (1993).
[2] Sines, G., Ohgi, G., Fatigue criteria under combined stresses or strains, J. of Eng Materials and Technology, 103(2)
(1981) 82-90.
[3] Hashin, Z., Fatigue failure criteria for combined cyclic stress, Int. J. Fracture, 17(2) (1981) 101-109.
[4] Chaudonneret, M., A simple and efficient multiaxial fatigue damage model for engineering applications of macro-
crack initiation, J. Engng. Mater and technology., 115(4) (1993) 373-379.
[5] Ballard, P., Van, K. D., Deperrois, A., Papadopoulos, Y. V. High cycle fatigue and a finite element analysis, Fatigue &
Fracture Eng Materials & Structures, 18(3) (1995), 397-411.
[6] Crossland, B., Bones, J. A., Behavior of thick-walled steel cylinders subjected to internal pressure, In: Proceedings of
the Institution of Mechanical Engineers. 172(1) (1958) 777-804.
[7] Deperrois, A., Ph.D. thesis, Ecole Polytechnique, Paris, (1994).
[8] Munday, E. G., Mitchell, L. D., The maximum-distortion-energy ellipse as a biaxial fatigue criterion in view of
gradient effects, Experimental Mechanics, 29(1) (1989) 12-15.
F. Majid et alii, Frattura ed Integrità Strutturale, 38 (2016) 273-280; DOI: 10.3221/IGF-ESIS.38.37
279
[9] Brown, M. W., Miller, K. J., A theory for fatigue failure under multiaxial stress-strain conditions. Proceedings of the
Institution of Mechanical Engineers, 187(1) (1973) 745-75.
[10] Findley, W.N., Coleman, J.J., Handley, B.C. In: Proc. Conf. on the Fatigue of metals, The Institution of Mechanical
Engineers, New York. (1956)150
[11] Socie, D.F., Wail, L.A., Dittmer, D.F. in Multiaxial Fatigue, ASTM STP 853, American Society for Testing and
Materials, PA, (1985) 463.
[12] Jordan, E.H., Brown, M.W., Miller, K., in Multiaxial Fatigue, ASTM STP 853, American Society for Testing and
Materials, PA, (1985) 569.
[13] Jacquelin, B., Hourlier, F. Pineau, A., in Multiaxial Fatigue, ASTM STP 853, American Society for Testing and
Materials, PA, (1985) 285.
[14] Wu, H. C., Yang, C. C., On the influence of strain-path in multiaxial fatigue failure. Journal of engineering materials
and technology, 109(2) (1987) 107-113.
[15] Fatemi, A., Socie, D., A Critical Plane Approach to Multiaxial Fatigue Damage Including out of Phase Loading.
Fatigue & Fracture of Engineering Materials & Structures, 11(3) (1988) 149-165.
[16] Nitta, A., Ogata, T., Kuwabara, K., Fracture mechanisms and life assessment under high strain biaxial cyclic loading
of type 304 stainless steel, Fatigue & Fracture of Engineering Materials & Structures, 12(2) (1989)77-92.
[17] Cailletaud, G., Doquet, V., Pineau, A., Cyclic multiaxial behavior of an austenitic stainless steel: microstructural
observations and micromechanical modeling, In Fatigue under biaxial and multiaxial loading, (1991)131-149.
[18] Macha, E., Simulation investigations of the position of fatigue fracture plane in materials with biaxial loads.
Materialwissenschaft und Werkstofftechnik, 20(4) (1989) 132-136.
[19] Lefebvre, D., Mebrouk, H., Makinde. A., Strain Parameters for Fatigue Life Prediction under Out-of-Phase Biaxial
Fatigue.Third International Conference on Biaxial/multiaxial Fatigue, (1989) 433.
[20] Wang, C. H., Brown, M. W., Life prediction techniques for variable amplitude multiaxial fatigue—part 1: theories.
Journal of Engineering Materials and Technology, 118(3) (1996) 367-370
[21] Lin, H., Nayeb-Hashemi, H., in Advances in Multiaxial Fatigue, ASTM STP 1191, American Society for Testing and
Materials, PA, (1993) 151.
[22] Shatil, G., Smith, D. J., Ellison, E. G., High strain biaxial fatigue of a structural steel. Fatigue & Fracture of
Engineering Materials & Structures, 17(2) (1994) 159-170.
[23] Chu, C-C., Fatigue damage calculation using the critical plane approach, Journal of Engineering Materials and
Technology, 117(1) (1995) 41-49.
[24] McDiarmid, D. L., The effects of mean stress and stress concentration on fatigue under combined bending and
twisting. Fatigue & Fracture of Engineering Materials & Structures, 8(1) (1985) 1-12.
[25] Flavenot, J. F., Skalli, N. A., Biaxial and Multiaxial Fatigue ECF 3: A critical depth criterion for the evaluation of long-
life fatigue strength under multiaxial loading and a stress gradient. (1989).
[26] Będkowski, W., Lachowicz, C., Macha, E., The variance method of predicting the fatigue fracture plane under
multiaxial random loadings. Proceedings of 3rd International Conference on Biaxial/Multiaxial Fatigue, Stuttgart. 1
(1989) 425.
[27] Van K., Griveau, B., On new multiaxial fatigue limit criterion: theory and application, Biaxial and Multiaxial Fatigue,
EGF 3, Eds MW Brown and KJ Miller, (1989) 479-496.
[28] Papadopoulos, I. V., Panoskalliss, V. P., Gradient-dependent multiaxial high-cycle fatigue criterion. ICBMFF4. (2013).
[29] Papadopoulos, I. V., A new criterion of fatigue strength for out-of-phase bending and torsion of hard
metals. International Journal of Fatigue, 16(6) (1994) 377-384.
[30] Sonsino, M., Grubisic, V., in Multiaxial Fatigue, ASTM STP 853, American Society for Testing and Materials, PA,
(1985) 586-605
[31] Zenner, H., Heidenreich, R., Richter, I., Dauerschwingfestigkeit bei nichtsynchroner mehrachsiger
beanspruchung, Materialwissenschaft und Werkstofftechnik, 16(3) (1985) 101-112.
[32] Hug J, Lui, J., Schram, A., Zenner, H., The influence of multiple axes on crack formation and spreading on swing
loading. In25 th Meeting of the Fracture Group of DVM. Crack Formation and Crack Propagation under Multiaxial
Mechanical and Thermal Loads, (1993) 59-74.
[33] Ellyin, F., Golos, K., Multi. Axial Fatigue Damage Criterion, J. of Eng. Met. And Tech. Trans. ASME, 10(1) (1988)
63.
[34] Liu, K.C., in Advances in Multiaxial Fatigue, ASTM STP 1191, American Society for Testing and Materials, PA,
(1993) 67
[35] Garud, Y.S., Proc. Symp. On Methods for Predicting Material Life in Fatigue, ASME, New York, (1979) 247
F. Majid et alii, Frattura ed Integrità Strutturale, 38 (2016) 273-280; DOI: 10.3221/IGF-ESIS.38.37
280
[36] Leis, B.N., Trans. ASME. 99 (1977) 524
[37] Froustey, C., Lasserre, S., Multiaxial fatigue endurance of 30NCD16 steel, Int. J. of Fatigue, 11(3) (1989)169-175.
[38] Lasserre, S., Froustey, C., Multiaxial fatigue of steel testing out of phase and in blocks: validity and applicability of
some criteria. Int. J. of Fatigue, 14(2) (1992) 113-120.
[39] Mowbray, D. F., A hydrostatic stress-sensitive relationship for fatigue under biaxial stress conditions. Journal of
Testing and Evaluation, 8(1) (1980) 3-8.
[40] ASME STD Sec VIII. American Society of Mechanical Engineers, (2013).
[41] Hill, R., The Mathematical Theory of Plasticity, Oxford University Press, Oxford, (1950).
[42] Nadai, A., Plasticity of Metals, (1950).
[43] Faupel, J. H., Furbeck, A. R., Influence of residual stress on behavior of thick-wall closed-end cylinders. Trans.
ASME, 75 (1953) 345-354.
[44] Brabin, A. T., Christopher, T., Nageswara, B., Investigation on failure behavior of unflawed steel cylindrical pressure
vessels using FEA, Multidiscipline Modeling in Materials and Structures, 5 (2009) 29-42.
[45] Veritas, Det Norske. Offshore Standard DNV-OS-F101, Submarine pipeline systems, (2010).
[46] Klever, F. J., Formulas for rupture, necking, and wrinkling of octg under combined loads. SPE Annual Technical
Conference and Exhibition. Society of Petroleum Engineers. (2006).
[47] Stewart, G., Klever, F. J., Ritchie, D., An analytical model to predict the burst capacity of pipelines. No. Conf-
940230--. American Society of Mechanical Engineers, New York, NY (United States), (1994).
[48] Elghorba, M., , thesis Ecole Polytechnique de Monreal, (1986).
[49] Dubuc, J., et al .Unified theory of cumulative damage in metal fatigue (Cumulative damage in metal fatigue, suggesting
unified theory applicable to stress or strain controlled conditions).WRC Bulletin, (1971) 1-20.
[50] Majid, F., Réservoirs de stockage: Méthodologie de calcul et analyse sécuritaire. S31 Modèles, Etudes de cas (2015).
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/ENU (Use these settings to create Adobe PDF documents best suited for high-quality prepress printing. Created PDF documents can be opened with Acrobat and Adobe Reader 5.0 and later.)
>>
/Namespace [
(Adobe)
(Common)
(1.0)
]
/OtherNamespaces [
<<
/AsReaderSpreads false
/CropImagesToFrames true
/ErrorControl /WarnAndContinue
/FlattenerIgnoreSpreadOverrides false
/IncludeGuidesGrids false
/IncludeNonPrinting false
/IncludeSlug false
/Namespace [
(Adobe)
(InDesign)
(4.0)
]
/OmitPlacedBitmaps false
/OmitPlacedEPS false
/OmitPlacedPDF false
/SimulateOverprint /Legacy
>>
<<
/AddBleedMarks false
/AddColorBars false
/AddCropMarks false
/AddPageInfo false
/AddRegMarks false
/ConvertColors /ConvertToCMYK
/DestinationProfileName ()
/DestinationProfileSelector /DocumentCMYK
/Downsample16BitImages true
/FlattenerPreset <<
/PresetSelector /MediumResolution
>>
/FormElements false
/GenerateStructure false
/IncludeBookmarks false
/IncludeHyperlinks false
/IncludeInteractive false
/IncludeLayers false
/IncludeProfiles false
/MultimediaHandling /UseObjectSettings
/Namespace [
(Adobe)
(CreativeSuite)
(2.0)
]
/PDFXOutputIntentProfileSelector /DocumentCMYK
/PreserveEditing true
/UntaggedCMYKHandling /LeaveUntagged
/UntaggedRGBHandling /UseDocumentProfile
/UseDocumentBleed false
>>
]
>> setdistillerparams
<<
/HWResolution [2400 2400]
/PageSize [612.000 792.000]
>> setpagedevice