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1、 STRESS CALCULATION 53007-001-03 53007-#-#-#-E411-0001(4) Rev.0 Polymer Lines from DA40-A-11R01 to DA50-A-03U01 XIN PA 53007 P:E01_Dept_FilesP_E-BR_altLoschStressProjekteXin-PABerichte53007-001-03.doc - 2 - PIPE STRESS CALCULATION TABLE OF CONTENTS Sheet 1. Input data 1.1 Pipe dimensions 3 1.2 Pipe
2、material 3 1.3 Process data 3 2. Plot of structure 2.1 Isometric View of System 4 2.2 Support Locations 5-8 2.3 Temperature Cases 9-11 2.4 Plot of Stress Distribution 12-15 3. Data sheet for evaluation 3.1 Stress analysis acc. to EN 13480 16-17 3.2 Remarks 18 4. Spring supports 19 5. Data sheet for
3、forces and moments 5.1 Load summation 20 5.2 Explanation of the results 21 5.3 Nozzle loads 22-28 5.4 Support Loads 29-32 6. Displacements 33-36 STRESS CALCULATION 53007-001-03 53007-#-#-#-E411-0001(4) Rev.0 Polymer Lines from DA40-A-11R01 to DA50-A-03U01 XIN PA 53007 P:E01_Dept_FilesP_E-BR_altLosch
4、StressProjekteXin-PABerichte53007-001-03.doc - 3 - 1. INPUT DATA 1.1PIPING DIMENSIONS Size Core Pipe Jacket Pipe Specification 200 219,0 * 5,0 SXA 250 273,0 * 8,0 150 168,0 * 5,0 SXB 200 219,0 * 6,0 100 114,0 * 4,0 SXB 150 168,0 * 6,0 125 159,0 * 14,0 XXA 200 219,0 * 6,0 1.2 MATERIAL Specification C
5、ore Pipe Jacket Pipe SXA 1.4541 1.4301 SXB 1.4541 1.4301 XXA 1.4541 1.4301 1.2PROCESS DATA Core Pipe Jacket Pipe Max. Operating Temp. TS 310C 310C Operating Temperature 260C 260C Operating Pressure (SXA) 25,0 bar 3,0 bar (Vapour) Operating Pressure (SXB) 4,0 bar 8,0 bar (Liquid) Operating Pressure (
6、XXA) 160 bar 8,0 bar (Liquid) Fluid Prepolymer/Polymer HTM Vapour/Liquid Density 1.17 0 / 0,81 Insulation - Wool STRESS CALCULATION 53007-001-03 53007-#-#-#-E411-0001(4) Rev.0 Polymer Lines from DA40-A-11R01 to DA50-A-03U01 XIN PA 53007 P:E01_Dept_FilesP_E-BR_altLoschStressProjekteXin-PABerichte5300
7、7-001-03.doc - 4 - 2. PLOT OF STRUCTURE 2.1 ISOMETRIC VIEW OF SYSTEM STRESS CALCULATION 53007-001-03 53007-#-#-#-E411-0001(4) Rev.0 Polymer Lines from DA40-A-11R01 to DA50-A-03U01 XIN PA 53007 P:E01_Dept_FilesP_E-BR_altLoschStressProjekteXin-PABerichte53007-001-03.doc - 5 - 2. PLOT OF STRUCTURE 2.2S
8、UPPORT LOCATION STRESS CALCULATION 53007-001-03 53007-#-#-#-E411-0001(4) Rev.0 Polymer Lines from DA40-A-11R01 to DA50-A-03U01 XIN PA 53007 P:E01_Dept_FilesP_E-BR_altLoschStressProjekteXin-PABerichte53007-001-03.doc - 6 - 2. PLOT OF STRUCTURE 2.2 SUPPORT LOCATION STRESS CALCULATION 53007-001-03 5300
9、7-#-#-#-E411-0001(4) Rev.0 Polymer Lines from DA40-A-11R01 to DA50-A-03U01 XIN PA 53007 P:E01_Dept_FilesP_E-BR_altLoschStressProjekteXin-PABerichte53007-001-03.doc - 7 - 2. PLOT OF STRUCTURE 2.2 SUPPORT LOCATION STRESS CALCULATION 53007-001-03 53007-#-#-#-E411-0001(4) Rev.0 Polymer Lines from DA40-A
10、-11R01 to DA50-A-03U01 XIN PA 53007 P:E01_Dept_FilesP_E-BR_altLoschStressProjekteXin-PABerichte53007-001-03.doc - 8 - 2. PLOT OF STRUCTURE 2.2 SUPPORT LOCATION STRESS CALCULATION 53007-001-03 53007-#-#-#-E411-0001(4) Rev.0 Polymer Lines from DA40-A-11R01 to DA50-A-03U01 XIN PA 53007 P:E01_Dept_Files
11、P_E-BR_altLoschStressProjekteXin-PABerichte53007-001-03.doc - 9 - 2. PLOT OF STRUCTURE 2.3 TEMPERATURE CASES STRESS CALCULATION 53007-001-03 53007-#-#-#-E411-0001(4) Rev.0 Polymer Lines from DA40-A-11R01 to DA50-A-03U01 XIN PA 53007 P:E01_Dept_FilesP_E-BR_altLoschStressProjekteXin-PABerichte53007-00
12、1-03.doc - 10 - 2. PLOT OF STRUCTURE 2.3 TEMPERATURE CASES STRESS CALCULATION 53007-001-03 53007-#-#-#-E411-0001(4) Rev.0 Polymer Lines from DA40-A-11R01 to DA50-A-03U01 XIN PA 53007 P:E01_Dept_FilesP_E-BR_altLoschStressProjekteXin-PABerichte53007-001-03.doc - 11 - 2. PLOT OF STRUCTURE 2.3 TEMPERATU
13、RE CASES STRESS CALCULATION 53007-001-03 53007-#-#-#-E411-0001(4) Rev.0 Polymer Lines from DA40-A-11R01 to DA50-A-03U01 XIN PA 53007 P:E01_Dept_FilesP_E-BR_altLoschStressProjekteXin-PABerichte53007-001-03.doc - 12 - 2. PLOT OF STRUCTURE 2.4 PLOT OF STRESS DISTRIBUTION STRESS CALCULATION 53007-001-03
14、 53007-#-#-#-E411-0001(4) Rev.0 Polymer Lines from DA40-A-11R01 to DA50-A-03U01 XIN PA 53007 P:E01_Dept_FilesP_E-BR_altLoschStressProjekteXin-PABerichte53007-001-03.doc - 13 - 2. PLOT OF STRUCTURE 2.4 PLOT OF STRESS DISTRIBUTION STRESS CALCULATION 53007-001-03 53007-#-#-#-E411-0001(4) Rev.0 Polymer
15、Lines from DA40-A-11R01 to DA50-A-03U01 XIN PA 53007 P:E01_Dept_FilesP_E-BR_altLoschStressProjekteXin-PABerichte53007-001-03.doc - 14 - 2. PLOT OF STRUCTURE 2.4 PLOT OF STRESS DISTRIBUTION STRESS CALCULATION 53007-001-03 53007-#-#-#-E411-0001(4) Rev.0 Polymer Lines from DA40-A-11R01 to DA50-A-03U01
16、XIN PA 53007 P:E01_Dept_FilesP_E-BR_altLoschStressProjekteXin-PABerichte53007-001-03.doc - 15 - 2. PLOT OF STRUCTURE 2.4 PLOT OF STRESS DISTRIBUTION 3.0 DATA SHEET FOR EVALUATION 3.1 STRESS ANALYSIS ACC.TO EN 13480 STRESS CALCULATION 53007-001-03 53007-#-#-#-E411-0001(4) Rev.0 Polymer Lines from DA4
17、0-A-11R01 to DA50-A-03U01 XIN PA 53007 P:E01_Dept_FilesP_E-BR_altLoschStressProjekteXin-PABerichte53007-001-03.doc - 16 - 3.0 DATA SHEET FOR EVALUATION 3.1 STRESS ANALYSIS ACC.TO EN 13480 - 53007-001-03 11/18/2008 XIN-PA 53007 BENTLEY 03:18 PM POLMER-LINES AutoPIPE 8.60 RESULT PAGE - CODE COMPLIANCE
18、 COMBINATIONS Allowable Combination Category Method Load Factor M/S (N/mm2) D/A/P - - - - - - - - GR + Max P Sustain Sum Gravity 1.00 Automatic Y Y Y Max Long 1.00 Amb to T1 Expansion Sum Thermal 1 1.00 Automatic Y Y Y Amb to T2 Expansion Sum Thermal 2 1.00 Automatic Y Y Y Amb to T3 Expansion Sum Th
19、ermal 3 1.00 Automatic Y Y Y Sus. + E1 Occasion Abs sum Earth 1 1.00 Automatic Y Y Y Max Sus 1.00 Sus. + E2 Occasion Abs sum Earth 2 1.00 Automatic Y Y Y Max Sus 1.00 Max P Hoop Sum Max Hoop 1.00 Automatic Y Y Y Sus.+T1 Creep Rupt Sum Max Sus 1.00 Automatic Y Y Y Thermal 1 1.00 Sus.+T2 Creep Rupt Su
20、m Max Sus 1.00 Automatic Y Y Y Thermal 2 1.00 Sus.+T3 Creep Rupt Sum Max Sus 1.00 Automatic Y Y Y Thermal 3 1.00 STRESS CALCULATION 53007-001-03 53007-#-#-#-E411-0001(4) Rev.0 Polymer Lines from DA40-A-11R01 to DA50-A-03U01 XIN PA 53007 P:E01_Dept_FilesP_E-BR_altLoschStressProjekteXin-PABerichte5300
21、7-001-03.doc - 17 - 3.0 DATA SHEET FOR EVALUATION 3.1 STRESS ANALYSIS ACC.TO EN 13480 - 53007-001-03 11/18/2008 XIN-PA 53007 BENTLEY 03:18 PM POLMER-LINES AutoPIPE 8.60 RESULT PAGE - R E S U L T S U M M A R Y - Maximum sustained stress ratio Point : X05 Stress N/mm2 : 78 Allowable N/mm2 : 111 Ratio
22、: 0.71 Load combination : GR + Max P Maximum displacement stress ratio Point : H33 N Stress N/mm2 : 97 Allowable N/mm2 : 239 Ratio : 0.40 Load combination : Amb to T3 Maximum occasional stress ratio Point : X05 Stress N/mm2 : 82 Allowable N/mm2 : 133 Ratio : 0.62 Load combination : Sus. + E1 Maximum
23、 hoop stress ratio Point : Z09 Stress N/mm2 : 96 Allowable N/mm2 : 111 Ratio : 0.87 Load combination : Max P * * * The system satisfies EURO EN 13480 code requirements * * * * * * for the selected options * * * STRESS CALCULATION 53007-001-03 53007-#-#-#-E411-0001(4) Rev.0 Polymer Lines from DA40-A-
24、11R01 to DA50-A-03U01 XIN PA 53007 P:E01_Dept_FilesP_E-BR_altLoschStressProjekteXin-PABerichte53007-001-03.doc - 18 - 3. DATA SHEET FOR EVALUATION 3.2 REMARKS SM - Spring support SV - Pipe hanger SW - Pipe shoe SX - Guide support SY - Fix Point L.S. - Line stop At each support point spacers have to
25、be provided between core and jacket pipe. All SW- and SX-Supports to be furnished with a PTFE-layer. Weights Valve VM-6533 200 kg Polymer Pump DA40-A-21P01 375 kg Sample valve AP-6550 30 kg Control valve DA40-A-21PV01 140 kg Valve VM-6534 230 kg Polymer Pump DA50-A-03-P01 500 kg Sample valve AP-6529
26、 35 kg Valve VM-6522 170 kg Die Head AB50-A-03U01 600 kg STRESS CALCULATION 53007-001-03 53007-#-#-#-E411-0001(4) Rev.0 Polymer Lines from DA40-A-11R01 to DA50-A-03U01 XIN PA 53007 P:E01_Dept_FilesP_E-BR_altLoschStressProjekteXin-PABerichte53007-001-03.doc - 19 - 4. SPRING SUPPORTS - 53007-001-03 11
27、/18/2008 XIN-PA 53007 BENTLEY 08:04 AM POLMER-LINES AutoPIPE 8.60 HANGER PAGE - SPRING SELECTION RESULTS Point Thermal Hot Cold Spring Load Spring Range Total Name Movement Load Load Rate Variation Size I.D. # Reqd. (mm ) (kN ) (kN ) (N/mm ) (Percent) - - - - - - - - - H06 -48.438 9.1 7.2 39.4 20.92
28、 12 FIG 98 1 H13 -41.392 4.1 3.4 17.5 17.47 9 FIG 98 1 H22 16.237 2.9 3.4 26.3 14.48 8 FIG B-268 2 H31 66.632 1.4 1.6 3.7 17.68 5 Triple 1 H38 84.603 1.3 1.6 3.7 23.38 5 Triple 2 Z13 -11.103 1.2 1.0 16.5 15.27 4 FIG 82 1 AJ04 4.843 5.1 5.6 91.1 8.63 10 FIG 82 1 STRESS CALCULATION 53007-001-03 53007-
29、#-#-#-E411-0001(4) Rev.0 Polymer Lines from DA40-A-11R01 to DA50-A-03U01 XIN PA 53007 P:E01_Dept_FilesP_E-BR_altLoschStressProjekteXin-PABerichte53007-001-03.doc - 20 - 5. DATA SHEET FOR FORCES AND MOMENTS 5.1 LOAD SUMMATION - 53007-001-03 11/18/2008 XIN-PA 53007 BENTLEY 03:18 PM POLMER-LINES AutoPI
30、PE 8.60 RESULT PAGE - NON-CODE COMBINATIONS Combination Method Load Factor D/A/P - - - - - GR Sum Gravity 1.00 Y Y Y T1 Sum Thermal 1 1.00 Y Y Y T2 Sum Thermal 2 1.00 Y Y Y T3 Sum Thermal 3 1.00 Y Y Y E1 Sum Earth 1 1.00 Y Y Y E2 Sum Earth 2 1.00 Y Y Y GT1 Sum Gravity 1.00 Y Y Y Thermal 1 1.00 GT2 S
31、um Gravity 1.00 Y Y Y Thermal 2 1.00 GT3 Sum Gravity 1.00 Y Y Y Thermal 3 1.00 GE1 Sum Gravity 1.00 Y Y Y Earth 1 1.00 GE2 Sum Gravity 1.00 Y Y Y Earth 2 1.00 UPSET Max res GT1+E1 1.00 N N Y GT1+E2 1.00 GT1-E1 1.00 GT1-E2 1.00 Notes: NON-CODE COMBINATIONS Combination Method Load Factor D/A/P - - - -
32、 - D/A/P: Default/Auto-Update/Print options (Y=Yes, N=No) STRESS CALCULATION 53007-001-03 53007-#-#-#-E411-0001(4) Rev.0 Polymer Lines from DA40-A-11R01 to DA50-A-03U01 XIN PA 53007 P:E01_Dept_FilesP_E-BR_altLoschStressProjekteXin-PABerichte53007-001-03.doc - 21 - 5. DATA SHEET FOR FORCES AND MOMENT
33、S 5.2 EXPLANATION OF THE RESULTS - 53007-001-03 11/18/2008 XIN-PA 53007 BENTLEY 03:18 PM POLMER-LINES AutoPIPE 8.60 MODEL PAGE - R E S T R A I N T R E A C T I O N S Point Load FORCES (kN ) MOMENTS (kN-m ) name combination X Y Z Result X Y Z Result - - - - - - - - - - A B C D E F G H I J K Explanatio
34、n of the Results: A point name B restraint type C load combination name D force acting on the restraint in the global X direction E force acting on the restraint in the global Y direction F force acting on the restraint in the global Z direction G resultant force acting on the restraint H moment act
35、ing on the restraint about the global X direction I moment acting on the restraint about the global Y direction J moment acting on the restraint about the global Z direction K resultant moment acting on the restraint G L O B A L F O R C E S & M O M E N T S Point Load FORCES (kN ) MOMENTS (kN-m ) nam
36、e combination X Y Z Result X Y Z Result - - - - - - - - - - A B C D E F G H I J Explanation of the Results: A point name B load combination name C force acting on the pipe cross section in the global X direction D force acting on the pipe cross section in the global Y direction E force acting on the pipe cross section in the global Z direction F resultant force acting on the pipe cross section G moment acting on the pipe cross section about the global X direction H moment acting on the pipe cross section about the global Y di