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Sample PrintoutStrength Calculation 2017
Lauterbach Verfahrenstechnik GmbH 1 06.07.2017
№ Content Pages
1 Domed ends subject to internal and external pressure accordingto AD 2000 B3 (May 2011)
2
2 Domed ends subject to internal and external pressure accordingto AD 2000 B3 (May 2011)
4
3 Dished heads and cones under internal pressure ASME VIIIUG-32 and APPENDIX-1 BPVC 2015 Edition
6
4 Formed heads pressure on convex side ASME BPVC VIII UG-33and APP. 1, 2015 Edition
8
5 Shells under internal pressure DIN EN 13445-3/7:2016-12 + DINEN 14025:2016-12
9
6 Openings in cylindrical, conical and spherical shells according toAD 2000 B9 (2010-02) corrected version 09.2016
12
Layout
Input values: 1.234 or 1.234Calculated values: 1.234 or 1.234Critical values: 1.234 or 1.234Estimated values: 1.234 or 1.234
Table of contents
Sample PrintoutStrength Calculation 2017
Lauterbach Verfahrenstechnik GmbH 2 06.07.2017
Domed ends subject to internal and external pressure according to AD 2000 B3 (May 2011)
108.872
2.94110035
30.11227.6216.92400
8.6038.6036.2816.0434.457
1.2181.2183.244
0.2026
Da
Maximum nozzle diameter outside 0.6·Da *) diFor di = 0, all openings lie completely within 0.6·Da and can be calculated as spherical openings acc.AD-B9.
c1c2
sesK
h2Allowable unreinforced opening within 0.6·Da
Di
General data
Outside diameter of headDesign pressure pTest pressure p'
*)
MaterialDesign temperature TMaterialNominal design strength KoperationNominal design strength K'testingModulus of elasticity at design temperature ESafety factor SoperationSafety factor S'testingWall thickness manufacturing toleranceCorrosion / erosion allowanceJoint efficiency v
GeometryFinal wall thicknessFinal crown wall thicknessSmallest possible knuckle thickness *) operation
*) for required = final wall thicknessShape factor βRun-out length xSkirt height hRequired skirt height hCrown height
Inside crown diameter
Required wall thicknessesRequired wall thicknessRequired knuckle wall thickness operationRequired knuckle wall thickness testingRequired crown wall thickness operationRequired crown wall thickness testing
Weights / Volume
Weight (empty)Weight (operating)Weight (water-filled)Volume (contents)
Comments
Torispherical head under internal pressure
120012
15.60
2001.4571
196250
1860001.5
1.050.5
01
10
mmbarbarmm
°C
N/mm²N/mm²N/mm²
mmmm
mmmmmm
mmmmmmmmmmmm
mmmmmmmmmm
kNkNkNm³
Sample PrintoutStrength Calculation 2017
Lauterbach Verfahrenstechnik GmbH 3 06.07.2017
EquationsValidity range for torispherical and semi-ellipsoidal heads
Knuckle or hemispherical connection, operation
Crown, operation
Knuckle or hemispherical connection, test
Crown, test
Sample PrintoutStrength Calculation 2017
Lauterbach Verfahrenstechnik GmbH 4 06.07.2017
Domed ends subject to internal and external pressure according to AD 2000 B3 (May 2011)
102.941
357.422227.6
13.12
2.1211.981
19.23
1.6562.009
2.4
1.2181.2183.244
0.2026
Dapapa'diMaximum nozzle diameter outside 0.6·Da *)
For di = 0, all openings lie completely within 0.6·Da and can be calculated as spherical openings acc.AD-B9.
c1c2
sesK
h2
S'min
Outside diameter of headExternal design pressureExternal test pressure
*)
MaterialDesign temperature TMaterialNominal design strength KoperationNominal design strength K'testingSafety factor SoperationSafety factor S'testingWall thickness manufacturing toleranceCorrosion / erosion allowanceModulus of elasticity at design temperature EJoint efficiency v
GeometryFinal wall thicknessFinal crown wall thicknessShape factor βSkirt height hRequired skirt height hCrown height
Results for operationMaximum allowable buckling pressure (according to 8.2.2)
Required knuckle wall thickness (according to 8.2)Required crown wall thickness (according to 8.1.1)
Results for testMaximum allowable buckling pressure (according to 8.2.2)
Required knuckle wall thickness (according to 8.2)Required crown wall thickness (according to 8.1.1)Safety factor crown for test (=2.4)
Weights / VolumeWeight (empty)Weight (operating)Weight (water-filled)Volume (contents)
Comments
Torispherical head under external pressure
12002
2.60
2001.4571
1962501.8
1.260.5
0186000
1
10
mmbarbarmm
°C
N/mm²N/mm²
mmmmN/mm²
mmmm
mmmmmm
bar
mmmm
bar
mmmm
kNkNkNm³
Sample PrintoutStrength Calculation 2017
Lauterbach Verfahrenstechnik GmbH 5 06.07.2017
EquationsValidity range for torispherical and semi-ellipsoidal heads
Knuckle and hemispherical connection, operation acc. 8.2
Plastic instability, crown acc. 8.1.1
Elastic instability, operation
Elastic instability, test
Sample PrintoutStrength Calculation 2017
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Dished heads and cones under internal pressure ASME VIII UG-32 and APPENDIX-1 BPVC2015 Edition
Kloepper-Type
1.2
10
118012101200
120
126.2
101.541
8.7968.7961.364
valid
8.7965.71
PD = pDDP = DpP0 = p0
T0
tec1c2t0
D0(= D0-2t0)
(= L0-t0)
ETSy
Reduce allowable*) stress for Rm20 > 485 MPa?Rm20
STS20
According to App. 1-4(c), the allowable stress must be reduced to 138 * ST /S20 (=20 ksi*...) for Rm20 >485 MPa (70 ksi).
(te
Required thickness for openings acc. to UG-37(a) in nomenclature for tr
t1(E=1)
dA ≤ 89 mm (3.5 in.) for t ≤10 mm (3/8 in.)dA ≤ 60 mm (2 3/8 in.) for t > 10 mm (3/8 in.)
Type of head(1=Kloepper-, 2=Korbbogen-, 3=Torispherical, 4=Hemispherical,5=Elliptical 2:1)
Design pressureHydrostatic headCalculation pressureCalculation temperature
Final wall thicknessWall thickness allowanceAllowance (corrosion)Effective thickness witout allowances
Outside diameter of cylindrical shellInside diameter of cylindrical shell DOutside crown radius L0Inside crown radius LKnuckle radius rWeld joint efficiency E
Material dataMaterial
Elasticity modulusElastic limit
(Yes/No)Tensile strength at 20°CAllowable stress
at working temperature acc. ASME-tableat 20°Cacc. UG-32(e) or App. 1-4(c) S
*)
CalculationRatio L/rFactor M
Required thickness without allowance tincl. allowances ≥t+) t+
Allowable excess pressure incl. hydrost. head PAllowable excess pressure without hydrostatic Head MAWP
Geometrical conditions
Strength condition
Using UG-32 with E=1 t(E=1)acc. section (a) in the crown region
Allowable unreinforced opening diameter dA for welded, brazed, and flued connections acc. UG 36(c)3
Remark
1
12200
1000
1200
1
1.4571
186000
Yes500
130.7142.9
10
MPa barMPa barMPa bar
°C
mmmmmmmm
mmmmmmmmmm
MPaMPa
MPa
MPaMPaMPa
mmmm mm
MPabar
mmmm
Sample PrintoutStrength Calculation 2017
Lauterbach Verfahrenstechnik GmbH 7 06.07.2017
104964.2
145.7
di
dka
dka = (2·L+te)·(D/2-r)/(L-r)
b' = (dka-di)/2 - eb'' = (r+te)·φ
Equations
For openings in the crown region withOpening diameterDistance between opening center and head center e
Available reinforcement width acc. UG37Available reinforcement width of the crown b'Diameter of the crown regionAngle of the knuckle regionArc length of the knuckle region b''
φ = arccos( (D/2-r)/(L-r) )
mmmm
mmmm°mm
Sample PrintoutStrength Calculation 2017
Lauterbach Verfahrenstechnik GmbH 8 06.07.2017
Formed heads pressure on convex side ASME BPVC VIII UG-33 and APP. 1, 2015 Edition
0.2
10
Torispherical Kloepperboden-type
121
60.75
0.502
PD = pDDP = DpP0 = p0
T0
tec1c2t0
D0
R0
SyS0
R0/t0
t+c1+c2
Torispherical headsExternal design pressureHydrostatic headCalculation pressureCalculation temperature
Design wall thicknessWall thickness allowanceAllowance (corrosion)Effective thickness
Outside diameter of the head skirtType of head
(1=Kloepperboden-type, 2=Korbbogen 3=torispherical,4=hemispherical )
Outside calotte radiusKnuckle radius r
Material
Spec. Min. YieldAllowable stressApplicable material chart FigModulus of elasticity E
ResultsRatio
Factor (see material chart) B
Allowable external pressure PAllowable pressure without hydrostatic head MEPRequired thickness tRequired thickness incl. allowances
Remark
Equations
UG-28 d) Step 4
UG-28 d) Step 5
2200
1000
1200
1
1210120
1.4571
245130.7
HA-2178960
5.1425.142
MPa barMPa barN/mm² bar
°C
mmmmmmmm
mm
mmmm
N/mm²N/mm²
N/mm²
N/mm²
MPabarmmmm
Sample PrintoutStrength Calculation 2017
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Shells under internal pressure DIN EN 13445-3/7:2016-12 + DIN EN 14025:2016-12
1.2
0.5
167220
130.7
111.3
1.272
9.58.9639.4635.5238.9638.442
118112002420
120
10.1
0.859
103.720.58
3529.55227.6556.3
enDe
δe
δm
(Re, Rp, Rm)
Rp02TRp02R
Factor for fb (=1 or 1.6*)) ffbfbffb·Rp02/S
PmaxMin(Ps,Py,Pb)
eaen - ∑(δ)Max(es, ey, eb)
eδeseyeb
Di
DKe
R/Der/De
ha
h2dA1
7.5.3 Torispherical ends under internal pressure (Kloepper type)RegulationLoad caseCalculation temperature tCalculation pressure PExternal pressure?Nominal wall thicknessOutside diameterWeld factor Z
MaterialMaterial designationWall thinning allowanceCorrosion allowance cThinning allowance during manufacturingSum of allowances Σ(δ)Material strength KSafety factor S0.2% proof stress at operation0.2% proof stress at ambient temperatureNominal design stress f(f=K/S)
Allowable buckling stress (7.5-4/5)
*) 1.6 for cold spun seamless austenitic stainless steel
ResultMaximum allowablepressure
Analysis thicknessRequired thickness eRequired thickness with allowancesRequired thickness of spherical part, membraneRequired thickness of knuckle, yield 7.5.3.5Required thickness of knuckle, plastic buckling
Inside diameterInside radius of spherical part ROutside diameter of knuckleInside radius of knuckle r
Geometrical ratioGeometrical ratioCalculation coefficient β
Thickness reduction distance √(R·e) acc. 7.5.3.4 lLimit skirt height 0.2·√(Di·e) acc. 7.5.3.4 hActual skirt heightRequired skirt height hCrown heightAllowable unreinforced opening (completely in crown area)
Load caseStrength conditionGeometrical conditions
EN 13445-3: Unfired pressure vesselsOperation
200
No10
12001
1.4571(P)0.5
00
1961.5
1
Operationfulfilledfulfilled
The requirements acc. EN 13445-3 are fulfilled.
°CMPa
mmmm
mmmmmmmmMPa
MPaMPaMPa
MPa
MPa
mmmmmmmmmmmm
mmmmmmmm
mmmmmmmmmmmm
Sample PrintoutStrength Calculation 2017
Lauterbach Verfahrenstechnik GmbH 10 06.07.2017
EquationsNominal design stress for the selected load case
(7.5-1)
(7.5-2)
The auxiliary values for β (X, Y, Z, N at the end of mask) have been calculated iteratively with the requiredthickness e.
(7.5-3)
Strength condition
Geometrical conditions
Rating of the permissible pressure
(7.5-6)
(7.5-7)
Sample PrintoutStrength Calculation 2017
Lauterbach Verfahrenstechnik GmbH 11 06.07.2017
0.007469 2.127 0.1016 0.84991.183 0.8646 0.5139
0.859β0.06 β0.1 β0.2
(7.5-8)
Parameter Y Z ==== X NParameter == =
β =
Sample PrintoutStrength Calculation 2017
Lauterbach Verfahrenstechnik GmbH 12 06.07.2017
Openings in cylindrical, conical and spherical shells according to AD 2000 B9 (2010-02)corrected version 09.2016
Nozzle 2
136.7 136.7 136.7
7.9 8.5
2487 137 342484 134.2 33
38.18 22.91
7.9 8.5
Nozzle 2975 107.3 187.5
1568881270
124.1136.790.77
8127.3254.6
K1 K2S1 S2
c1c2
c3
Da da da2se Sa1 Sa2
m1 m2l1 l2An1 An2
Di diDn dn
lS1 lS2
sS sS2
Aσ0 Aσ1 Aσ2
ApAσσv
σv/K·S=sAse+h1 or se+h1·b1/b acc. 4.3.3
Calculation temperature TCalculation pressure pMaterial Shell Nozzle 1DesignationStrength KSafety factor SAllowanceAllowanceConstruct. allow.Allowable stressGeometry Shell Nozzle 1 Nozzle 2Outside diameterFinal wall thicknessInternal projectionExternal projectionReduction factorInside diameter
corrodedwith allowances
Supporting nozzlelengthSupporting wallthickness incl.allowances
Ligament lengthbetween two nozzles
l
Results Shell Nozzle 1Material area
ResultsTotal pressure loaded areaTotal supporting material areaMean existing stressAllowable stress K/SUtilization (existing/allowable Stress) RCalculation thicknessSupporting width of the shell acc. Eq.(3) bMinimum distance without mutual influence Eq.(8) lmStrength proof
Adjacent openings in circumferential direction
15010
1.0425 1.0425 1.4571(P)205 205 2061.5 1.5 1.50.5 0.4 0.5
1 1 00 0
2500 150 508
6 6.9384 101 1
150
Conditions satisfied
°Cbar
N/mm² N/mm² N/mm²
mm mm mmmm mm mm
mm mmN/mm² N/mm² N/mm²
mm mm mmmm mm mm
mm mmmm mm
mm mm mmmm mm mm
mm mm
mm mm
mm
mm² mm² mm²
mm²mm²N/mm²N/mm²%mmmmmm
Sample PrintoutStrength Calculation 2017
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EquationsWall thickness ratio
Nozzle 1
Nozzle 2
Required nozzle length (6)
Available nozzle length
Available nozzle length
Width of a pad reinforcement: (design width for Ap) (3)
Mutual influences can be ignored if the distance:(8)
Strength proof
andFor
holds the strength condition
(1)
Conditions satisfied
Sample PrintoutStrength Calculation 2017
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Appendix: Material documentationSection 1: AD-B3/B3Section 2: AD-B3#Pa/B3
Material specification:
Regulation: AD W-2 Spec. No.: DIN 17440 Product: Blech / PlateMaterial code: 1.4571 Short name: X 6 CrNiMoTi 17 12 2
Design conditions and dimensions:
Temperature [°C]: 200 Pressure [bar]: 12Thickness [mm]: 10 Outside diameter [mm]: 1200
Material values for test and design conditions:
Test condition Operating condition ----------------------------------------Nominal design strength [N/mm²]: 250,00 196,00Safety factor: 1,05 1,50Allowable stress [N/mm²]: 238,10 130,67Modulus of elasticity [kN/mm²]: 200 186
Wall thickness tolerance [mm]: 0,50 acc. to EN 10029 Class A
DIN 17440 - Table 5 (in parts):
0,2%-···|1%-·····|tensile·|tensile·|ultimate|ultimate|ultimate|ultimate|ultimate|ultimatelimit···|limit···|strength|strength|elongat.|elongat.|elongat.|elongat.|elongat.|elongat.········|········|min·····|max·····|long.···|cross···|long.···|long.···|cross···|tang.···MPa·····|(min)···|MPa·····|(min)···|%·······|%·······|/cross··|%·······|%·······|%·······--------+--------+--------+--------+--------+--------+--------+--------+--------+--------210·····|245·····|500·····|730·····|35······|40······|35······|········|········|········
Columns 1 to 4 for flat products < 75 mmColumns 5 to 6 for flat products < 3 mmColumns 7 for flat products < 75 mmColumns 8 to 10 < 160 mm
DIN 17440 - Table 5 (in parts), continuation:
notch impact-··|notch impact-··|notch impact-··|notch impact-··|resistance·····|resistance·····force (ISO V)··|force (ISO V)··|force (ISO V)··|force (ISO V)··|ag. Intercrysta|ag. Intercrystalong.··········|cross··········|tangential·····|cross··········|corrosion······|corrosion······J (min)········|J (min)········|J (min)········|J (min)········|delivery state·|Welded·········---------------+---------------+---------------+---------------+---------------+---------------85·············|55·············|60·············|55·············|Ja·············|Ja·············
Columns 1 to 3 for forged parts and round bars < 160 mmColumn 4 for flat products < 75 mm
DIN 17440 - Table 6 (in parts):
yield stress at a temperature in °C at
······|20····|50····|100···|150···|200···|250···|300···|350···|400···|450···|500···|550···|limit·······|MPa···|MPa···|MPa···|MPa···|MPa···|MPa···|MPa···|MPa···|MPa···|MPa···|MPa···|MPa···|temp.·······|······|······|······|······|······|······|······|······|······|······|······|······| °C··------+------+------+------+------+------+------+------+------+------+------+------+------+------0,2%··|210···|202···|185···|177···|167···|157···|145···|140···|135···|131···|129···|127···|······1%····|245···|234···|218···|206···|196···|186···|175···|169···|164···|160···|158···|157···|······
For 100000h operation below the limit temperature no intercristalline corrosion occurs acc. DIN 50914Heat treatment state of the material: A
DIN 17440 - Table B.1 (in parts):
modulus of elasticity at .. °C thermal expansion between 20°C and
Dichte|······|······|······|······|······|······|······|······|······|······|······|therm.(20°C)|20····|100°C·|200°C·|300°C·|400°C·|500°C·|100°C·|200°C·|300°C·|400°C·|500°C·|Condu.kg/dm³|kN/mm²|kN/mm²|kN/mm²|kN/mm²|kN/mm²|kN/mm²|/1e6 K|/1e6 K|/1e6 K|/1e6 K|/1e6 K|W/Km··------+------+------+------+------+------+------+------+------+------+------+------+------7,98··|200···|194···|186···|179···|172···|165···|16,7··|17,2··|17,7··|18,1··|18,4··|15····
Sample PrintoutStrength Calculation 2017
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Comment:—
Section 3: Boden/UG32Section 4: Boden/UG33
Material specification:
Regulation: ASME Spec. No.: DIN 17440 Product: -Material code: 1.4571 Short name: X 6 CrNiMoTi 17
Design conditions and dimensions:
Temperature [°C]: 200 Pressure [bar]: 12Thickness [mm]: 10 Outside diameter [mm]: 1200
Material values for test and design conditions:
Test condition Operating condition ----------------------------------------Nominal design strength [N/mm²]: 142,86 130,67Safety factor: 1,00 1,00Allowable stress [N/mm²]: 142,86 130,67Modulus of elasticity [kN/mm²]: 200 186
Wall thickness tolerance [mm]: n.d. acc. to -
DIN 17440 - Table 5 (in parts):
0,2%-···|1%-·····|tensile·|tensile·|ultimate|ultimate|ultimate|ultimate|ultimate|ultimatelimit···|limit···|strength|strength|elongat.|elongat.|elongat.|elongat.|elongat.|elongat.········|········|min·····|max·····|long.···|cross···|long.···|long.···|cross···|tang.···MPa·····|(min)···|MPa·····|(min)···|%·······|%·······|/cross··|%·······|%·······|%·······--------+--------+--------+--------+--------+--------+--------+--------+--------+--------········|········|········|········|········|········|········|········|········|········
Columns 1 to 4 for flat products < 75 mmColumns 5 to 6 for flat products < 3 mmColumns 7 for flat products < 75 mmColumns 8 to 10 < 160 mm
DIN 17440 - Table 5 (in parts), continuation:
notch impact-··|notch impact-··|notch impact-··|notch impact-··|resistance·····|resistance·····force (ISO V)··|force (ISO V)··|force (ISO V)··|force (ISO V)··|ag. Intercrysta|ag. Intercrystalong.··········|cross··········|tangential·····|cross··········|corrosion······|corrosion······J (min)········|J (min)········|J (min)········|J (min)········|delivery state·|Welded·········---------------+---------------+---------------+---------------+---------------+---------------···············|···············|···············|···············|···············|···············
Columns 1 to 3 for forged parts and round bars < 160 mmColumn 4 for flat products < 75 mm
DIN 17440 - Table 6 (in parts):
yield stress at a temperature in °C at
······|20····|50····|100···|150···|200···|250···|300···|350···|400···|450···|500···|550···|limit·······|MPa···|MPa···|MPa···|MPa···|MPa···|MPa···|MPa···|MPa···|MPa···|MPa···|MPa···|MPa···|temp.·······|······|······|······|······|······|······|······|······|······|······|······|······| °C··------+------+------+------+------+------+------+------+------+------+------+------+------+------0,2%··|······|······|······|······|······|······|······|······|······|······|······|······|······1%····|······|······|······|······|······|······|······|······|······|······|······|······|······
For 100000h operation below the limit temperature no intercristalline corrosion occurs acc. DIN 50914Heat treatment state of the material:
DIN 17440 - Table B.1 (in parts):
modulus of elasticity at .. °C thermal expansion between 20°C and
Dichte|······|······|······|······|······|······|······|······|······|······|······|therm.(20°C)|20····|100°C·|200°C·|300°C·|400°C·|500°C·|100°C·|200°C·|300°C·|400°C·|500°C·|Condu.kg/dm³|kN/mm²|kN/mm²|kN/mm²|kN/mm²|kN/mm²|kN/mm²|/1e6 K|/1e6 K|/1e6 K|/1e6 K|/1e6 K|W/Km··------+------+------+------+------+------+------+------+------+------+------+------+------7,98··|200···|194···|186···|179···|172···|165···|16,7··|17,2··|17,7··|18,1··|18,4··|······
Comment:
Sample PrintoutStrength Calculation 2017
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—
Section 5: Schale/EN07
Material specification:
Regulation: AD W-2 Spec. No.: EN 10028-7 Product: warmgewalztes Blech / hot ro-lled plateMaterial code: 1.4571(P) Short name: X 6 CrNiMoTi 17-12-2
Design conditions and dimensions:
Temperature [°C]: 200 Pressure [bar]: 12Thickness [mm]: 10 Outside diameter [mm]: 1200
Material values for test and design conditions:
Test condition Operating condition ----------------------------------------Nominal design strength [N/mm²]: 260,00 196,00Safety factor: 1,05 1,50Allowable stress [N/mm²]: 247,62 130,67Modulus of elasticity [kN/mm²]: 200 186
Wall thickness tolerance [mm]: 0,50 acc. to EN 10029 Class A
EN 10028-7 Tables 7-10:
0,2%-Elong.····|1%-Elong.······|Tensile········|Tensile········|Rupture········|Rupture········strength·······|strength·······|strength·······|strength·······|elongation·····|elongation·····min············|min············|min············|max············|A 80 mm········|A··············N/mm²··········|N/mm²··········|N/mm²··········|N/mm²··········|%··············|%··············---------------+---------------+---------------+---------------+---------------+---------------220············|260············|520············|670············|···············|40·············
EN 10028-7 - Table A.1 & A.2:
yield stress at a temperature in °C
······|-196··|-150··|-80···|100···|150···|200···|250···|300···|350···|400···|450···|500···|550·········|N/mm²·|N/mm²·|N/mm²·|N/mm²·|N/mm²·|N/mm²·|N/mm²·|N/mm²·|N/mm²·|N/mm²·|N/mm²·|N/mm²·|N/mm²·······|······|······|······|······|······|······|······|······|······|······|······|······|······------+------+------+------+------+------+------+------+------+------+------+------+------+------0,2%··|0·····|0·····|0·····|185···|177···|167···|157···|145···|140···|135···|131···|129···|127···1%····|0·····|0·····|0·····|218···|206···|196···|186···|175···|169···|164···|160···|158···|157···Rm····|0·····|0·····|0·····|440···|410···|390···|385···|375···|375···|375···|370···|360···|330···
EN 10028-7 - Tables 11-15 & F.1:
modulus of elasticity at .. °C thermal expansion between 20°C and
desity|······|······|······|······|······|······|······|······|······|······|······|therma(20°C)|20····|100···|200···|300···|400···|500···|100°C·|200°C·|300°C·|400°C·|500°C·|conduckg/dm³|kN/mm²|kN/mm²|kN/mm²|kN/mm²|kN/mm²|kN/mm²|/1e6 K|/1e6 K|/1e6 K|/1e6 K|/1e6 K|W/Km··------+------+------+------+------+------+------+------+------+------+------+------+------7,98··|200···|194···|186···|179···|172···|165···|16,7··|17,2··|17,7··|18,1··|18,4··|0·····
Comment:
EN 10028-7: June 2000 replaces DIN 17441: 1996-09 partial substitution for DIN 17440: 1997-02 and DIN 17460: 1992-09 DIN 17441:1985-07 is annulated with EN 10028-7.—
Section 5: Schale-20°C/EN07
Material specification:
Regulation: AD W-2 Spec. No.: EN 10028-7 Product: warmgewalztes Blech / hot ro-lled plateMaterial code: 1.4571(P) Short name: X 6 CrNiMoTi 17-12-2
Design conditions and dimensions:
Temperature [°C]: 20 Pressure [bar]: 12Thickness [mm]: 10 Outside diameter [mm]: 1200
Sample PrintoutStrength Calculation 2017
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Material values for test and design conditions:
Test condition Operating condition ----------------------------------------Nominal design strength [N/mm²]: 260,00 520,00Safety factor: 1,05 3,00Allowable stress [N/mm²]: 247,62 173,33Modulus of elasticity [kN/mm²]: 200 200
Wall thickness tolerance [mm]: 0,50 acc. to EN 10029 Class A
EN 10028-7 Tables 7-10:
0,2%-Elong.····|1%-Elong.······|Tensile········|Tensile········|Rupture········|Rupture········strength·······|strength·······|strength·······|strength·······|elongation·····|elongation·····min············|min············|min············|max············|A 80 mm········|A··············N/mm²··········|N/mm²··········|N/mm²··········|N/mm²··········|%··············|%··············---------------+---------------+---------------+---------------+---------------+---------------220············|260············|520············|670············|···············|40·············
EN 10028-7 - Table A.1 & A.2:
yield stress at a temperature in °C
······|-196··|-150··|-80···|100···|150···|200···|250···|300···|350···|400···|450···|500···|550·········|N/mm²·|N/mm²·|N/mm²·|N/mm²·|N/mm²·|N/mm²·|N/mm²·|N/mm²·|N/mm²·|N/mm²·|N/mm²·|N/mm²·|N/mm²·······|······|······|······|······|······|······|······|······|······|······|······|······|······------+------+------+------+------+------+------+------+------+------+------+------+------+------0,2%··|0·····|0·····|0·····|185···|177···|167···|157···|145···|140···|135···|131···|129···|127···1%····|0·····|0·····|0·····|218···|206···|196···|186···|175···|169···|164···|160···|158···|157···Rm····|0·····|0·····|0·····|440···|410···|390···|385···|375···|375···|375···|370···|360···|330···
EN 10028-7 - Tables 11-15 & F.1:
modulus of elasticity at .. °C thermal expansion between 20°C and
desity|······|······|······|······|······|······|······|······|······|······|······|therma(20°C)|20····|100···|200···|300···|400···|500···|100°C·|200°C·|300°C·|400°C·|500°C·|conduckg/dm³|kN/mm²|kN/mm²|kN/mm²|kN/mm²|kN/mm²|kN/mm²|/1e6 K|/1e6 K|/1e6 K|/1e6 K|/1e6 K|W/Km··------+------+------+------+------+------+------+------+------+------+------+------+------7,98··|200···|194···|186···|179···|172···|165···|16,7··|17,2··|17,7··|18,1··|18,4··|0·····
Comment:
EN 10028-7: June 2000 replaces DIN 17441: 1996-09 partial substitution for DIN 17440: 1997-02 and DIN 17460: 1992-09 DIN 17441:1985-07 is annulated with EN 10028-7.—
Section 6: Mantel/B9Section 6: Stutzen 1/B9
Material specification:
Regulation: AD W-1 Spec. No.: EN 10028-2:1992Product: Blech / PlateMaterial code: 1.0425 Short name: P265GH
Design conditions and dimensions:
Temperature [°C]: 150 Pressure [bar]: 10Thickness [mm]: 8 Outside diameter [mm]: 2500
Material values for test and design conditions:
Test condition Operating condition ----------------------------------------Nominal design strength [N/mm²]: 265,00 205,00Safety factor: 1,05 1,50Allowable stress [N/mm²]: 252,38 136,67Modulus of elasticity [kN/mm²]: 212 203
Wall thickness tolerance [mm]: 0,50 acc. to EN 10029 Class ACreep rupture strength for 100000 h [N/mm²]:Creep rupture strength for 200000 h [N/mm²]:
EN 10028-2 - Table 3 (in parts):
Sample PrintoutStrength Calculation 2017
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Thickness··|Thickness··|Tensile str|Tensile str|Elastic lim|Strain at c|notch impac|notch impac···········|···········|Rm·········|Rm·········|ReH········|···········|···········|Spitzkerb.·min········|max········|min········|max········|···········|A % (min)··|···········|···········mm·········|mm·········|N/mm²······|N/mm²······|N/mm²······|% min······|°C·········|KV J·······-----------+-----------+-----------+-----------+-----------+-----------+-----------+-----------0··········|16·········|410········|530········|265········|23·········|···········|···········
EN 10028-2 - Table 4 (in parts):
0,2% yield stress at a wall thickness of0to16 mm in N/mm², temperature in °C:
50······|100·····|150·····|200°C···|250°C···|300°C···|350°C···|400°C···|450°C···|500°C···--------+--------+--------+--------+--------+--------+--------+--------+--------+--------234·····|215·····|205·····|195·····|175·····|155·····|140·····|130·····|········|········
EN 10028-2 - Table A.1 (in parts):
Temperature····|1%-time yield··|1%-time yield··|Stress rupture |Stress rupture |Stress rupture···············|10 000 h·······|100 000 h······|10 000 h·······|100 000 h······|200 000 h······°C·············|N/mm²··········|N/mm²··········|N/mm²··········|N/mm²··········|N/mm²··········---------------+---------------+---------------+---------------+---------------+---------------150············|···············|···············|···············|···············|······························|···············|···············|···············|···············|···············
Comment:—
Section 6: Stutzen 2/B9
Material specification:
Regulation: AD W-2 Spec. No.: EN 10028-7 Product: warmgewalztes Blech / hot ro-lled plateMaterial code: 1.4571(P) Short name: X 6 CrNiMoTi 17-12-2
Design conditions and dimensions:
Temperature [°C]: 150 Pressure [bar]: 10Thickness [mm]: 8,5 Outside diameter [mm]: 50
Material values for test and design conditions:
Test condition Operating condition ----------------------------------------Nominal design strength [N/mm²]: 260,00 206,00Safety factor: 1,05 1,50Allowable stress [N/mm²]: 247,62 137,33Modulus of elasticity [kN/mm²]: 200 190
Wall thickness tolerance [mm]: 0,50 acc. to EN 10029 Class A
EN 10028-7 Tables 7-10:
0,2%-Elong.····|1%-Elong.······|Tensile········|Tensile········|Rupture········|Rupture········strength·······|strength·······|strength·······|strength·······|elongation·····|elongation·····min············|min············|min············|max············|A 80 mm········|A··············N/mm²··········|N/mm²··········|N/mm²··········|N/mm²··········|%··············|%··············---------------+---------------+---------------+---------------+---------------+---------------220············|260············|520············|670············|···············|40·············
EN 10028-7 - Table A.1 & A.2:
yield stress at a temperature in °C
······|-196··|-150··|-80···|100···|150···|200···|250···|300···|350···|400···|450···|500···|550·········|N/mm²·|N/mm²·|N/mm²·|N/mm²·|N/mm²·|N/mm²·|N/mm²·|N/mm²·|N/mm²·|N/mm²·|N/mm²·|N/mm²·|N/mm²·······|······|······|······|······|······|······|······|······|······|······|······|······|······------+------+------+------+------+------+------+------+------+------+------+------+------+------0,2%··|0·····|0·····|0·····|185···|177···|167···|157···|145···|140···|135···|131···|129···|127···1%····|0·····|0·····|0·····|218···|206···|196···|186···|175···|169···|164···|160···|158···|157···Rm····|0·····|0·····|0·····|440···|410···|390···|385···|375···|375···|375···|370···|360···|330···
EN 10028-7 - Tables 11-15 & F.1:
modulus of elasticity at .. °C thermal expansion between 20°C and
Sample PrintoutStrength Calculation 2017
Lauterbach Verfahrenstechnik GmbH 19 06.07.2017
desity|······|······|······|······|······|······|······|······|······|······|······|therma(20°C)|20····|100···|200···|300···|400···|500···|100°C·|200°C·|300°C·|400°C·|500°C·|conduckg/dm³|kN/mm²|kN/mm²|kN/mm²|kN/mm²|kN/mm²|kN/mm²|/1e6 K|/1e6 K|/1e6 K|/1e6 K|/1e6 K|W/Km··------+------+------+------+------+------+------+------+------+------+------+------+------7,98··|200···|194···|186···|179···|172···|165···|16,7··|17,2··|17,7··|18,1··|18,4··|0·····
Comment:
EN 10028-7: June 2000 replaces DIN 17441: 1996-09 partial substitution for DIN 17440: 1997-02 and DIN 17460: 1992-09 DIN 17441:1985-07 is annulated with EN 10028-7.