Fe Report Of Base Skid
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PROJECT NAME:
Bab Gas Petrofac‐ADCO
CLIENT:
CUMMINS MIDDLE EAST
DOCUMENT NO: ACE AL FARIS
DRAWING NO:
ACE‐FEA‐EB‐300221‐QSK60G3 CME‐165‐DWG‐ENC‐001
DRAWING REV NO:
C
FINITE ELEMENT STATIC ANALYSIS OF ENCLOSURE BASE SKID Customer: CUMMINS MIDDLE EAST Project: #300221 — CME-165-2014: Bab Gas Petrofac-ADCO Rev: 01
REV 01
DATE 12‐08‐2014
DESCRIPTION Enclosure Base skid ‐ Cummins QSK60G3
PREPARED BY: PS
CONFIDENTIAL INFORMATION
CHECKED BY: VA
APPROVED BY:
Page 2 of 16
GENERAL SUMMARY:
The document reports about the work undertaken to calculate the stress and deformation in the enclosure skid structure due to external loads. Objective was to carry out the FE stress analysis and to verify the maximum deformations and stresses in the enclosure skid. Structural calculations were performed for the enclosure skid structure considering the effect of dead loads and imposed loads. Static stress analysis was performed on the enclosure skid structure considering the effect of dead loads and imposed loads. Worst loading conditions were considered for analysis. The stress output will be compared with the material yield point value to comment on the safe operation behavior of complete unit as per BS 6399 codes and standards, code of practice for the dead and imposed loads. The solution projected here is based on the finite element program ANSYS 11.0; the results give an idea about von mises stress and maximum deflection.
Document title: Project: Document No:
Enclosure base skid for QSK60G3
Bab Gas Petrofac‐ADCO ACE‐FEA‐EB‐300221‐QSK60G3
Job No: 300221 Rev no: 1 Date: 12‐08‐2014
Page 3 of 16
GEOMETRY & FE MODEL: The FE model has been set up based on the GA drawing.
Document title: Project: Document No:
Enclosure base skid for QSK60G3
Bab Gas Petrofac‐ADCO ACE‐FEA‐EB‐300221‐QSK60G3
Job No: 300221 Rev no: 1 Date: 12‐08‐2014
Page 4 of 16 NODES:
ELEMENTS
Document title: Project: Document No:
Enclosure base skid for QSK60G3
Bab Gas Petrofac‐ADCO ACE‐FEA‐EB‐300221‐QSK60G3
Job No: 300221 Rev no: 1 Date: 12‐08‐2014
Page 5 of 16 NODE LIST
Node no 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 Document title: Project: Document No:
x 0 1215 2430 3767 5193 6617 8117 9867 11617 12833 1215 2430 3767 0 1215 2430 3767 5193 5417 6617 8117 9867 11617 12833 0 1215 2430 3767 5417 6617 8117 9867 11617 12833 0 1215 2430 3767 5417 6617 8117 9867 11617 12833 1215 2430 3767
List of nodes y 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Enclosure base skid for QSK60G3
Bab Gas Petrofac‐ADCO ACE‐FEA‐EB‐300221‐QSK60G3
z 0 0 0 0 0 0 0 0 0 0 493 493 493 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 2333 2333 2333 2333 2333 2333 2333 2333 2333 2333 3333 3333 3333 3333 3333 3333 3333 3333 3333 3333 2841 2841 2841
Orient KP 62 ‐ ‐ ‐ 64 ‐ ‐ ‐ ‐ 63 ‐ ‐ 68 ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ 66 ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ 65 52 53 54 55 56 57 58 59 60 61 ‐ ‐ 67 Job No: 300221 Rev no: 1 Date: 12‐08‐2014
Page 6 of 16 48 49 50 51 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102
Document title: Project: Document No:
3317 9517 3317 9517 0 2430 3767 6617 8117 9867 607.5 1822.5 3098.5 4480 6217 8992 607.5 1822.5 3098.5 4480 6217 8992 607.5 1822.5 3098.5 4480 6217 8992 607.5 1822.5 3098.5 4480 6217 8992 1822.5 3098.5 1822.5 3098.5
Enclosure base skid for QSK60G3
Bab Gas Petrofac‐ADCO ACE‐FEA‐EB‐300221‐QSK60G3
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 3333 3333 350 350 350 150 150 150 0 0 0 0 0 0 1000 1000 1000 1000 1000 1000 2333 2333 2333 2333 2333 2333 3333 3333 3333 3333 3333 3333 493 493 2861 2861
‐ LUG ‐ LUG ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ LUG ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ LUG ‐ ‐ ‐ ‐ ‐ ‐ ‐
Job No: 300221 Rev no: 1 Date: 12‐08‐2014
Page 7 of 16 SECTION PROPERTIES: BEAM – 305X165X54 Kg/meter
BEAM – 152X152X30 Kg/meter
Document title: Project: Document No:
Enclosure base skid for QSK60G3
Bab Gas Petrofac‐ADCO ACE‐FEA‐EB‐300221‐QSK60G3
Job No: 300221 Rev no: 1 Date: 12‐08‐2014
Page 8 of 16
LOAD DETAILS DEAD LOAD: 1. 2. 3. 4. 5. 6.
Self weight - automatically calculated by the software. Radiator weight(wet) = 1500 kg Engine weight = 9800kg Coupling = 300kg Alternator = 9000kg Engine base skid = 3000kg
IMPOSED LOAD: 7. Factor of safety = 1.25 8. Acceleration due to gravity = 9.81m/sec^2
LOAD APPLICATION DURING LIFTING: LOAD COMBINATIONS: COMBINATION
NAME
DEFINITION
A
COMBO 1
(2+3+4+5+6)*1.25
SL NO
LOADS
LOADING ON
LOAD VALUE
1
ISOLATOR 1
16
11334 N
2
ISOLATOR 2
27
11332 N
3
ISOLATOR 3
17
48172 N
4
ISOLATOR 4
28
48105 N
5
ISOLATOR 5
19
14710 N
6
ISOLATOR 6
29
14689 N
7
ISOLATOR 7
20
41897 N
8
ISOLATOR 8
30
41831 N
9
ISOLATOR 9
21
28683 N
10
ISOLATOR 10
31
28642 N
Document title: Project: Document No:
Enclosure base skid for QSK60G3
Bab Gas Petrofac‐ADCO ACE‐FEA‐EB‐300221‐QSK60G3
Job No: 300221 Rev no: 1 Date: 12‐08‐2014
Page 9 of 16
BOUNDARY CONDITIONS:
Document title: Project: Document No:
Enclosure base skid for QSK60G3
Bab Gas Petrofac‐ADCO ACE‐FEA‐EB‐300221‐QSK60G3
Job No: 300221 Rev no: 1 Date: 12‐08‐2014
Page 10 of 16
OUTPUT RESULTS ON STRUCTURAL MEMBERS VON MISES STRESS:
SL NO
LOAD CASE
1
VON MISES STRESS (N/mm^2)
A
185.067
EQUIVALENT STRESS:
SL NO 1
LOAD CASE
MAXIMUM STRESS (N/mm^2)
A
185.067
MINIMUM STRESS (N/mm^2) -96.248
MAXIMUM DEFLECTION:
SL NO 1
Document title: Project: Document No:
LOAD CASE
MAXIMUM DEFLECTION (mm)
A
5.643
Enclosure base skid for QSK60G3
Bab Gas Petrofac‐ADCO ACE‐FEA‐EB‐300221‐QSK60G3
MINIMUM DEFLECTION (mm) 0
Job No: 300221 Rev no: 1 Date: 12‐08‐2014
Page 11 of 16
DISPLACEMENT VECTOR SUM:
DISPLACEMENT IN X DIRECTION:
Document title: Project: Document No:
Enclosure base skid for QSK60G3
Bab Gas Petrofac‐ADCO ACE‐FEA‐EB‐300221‐QSK60G3
Job No: 300221 Rev no: 1 Date: 12‐08‐2014
Page 12 of 16
DISPLACEMENT IN Y DIRECTION:
DISPLACEMENT IN Z DIRECTION
Document title: Project: Document No:
Enclosure base skid for QSK60G3
Bab Gas Petrofac‐ADCO ACE‐FEA‐EB‐300221‐QSK60G3
Job No: 300221 Rev no: 1 Date: 12‐08‐2014
Page 13 of 16
VON MISES STRESS:
VON MISES STRESS:
Document title: Project: Document No:
Enclosure base skid for QSK60G3
Bab Gas Petrofac‐ADCO ACE‐FEA‐EB‐300221‐QSK60G3
Job No: 300221 Rev no: 1 Date: 12‐08‐2014
Page 14 of 16
MAXIMUM AND MINIMUM PRINCIPLE STRESS:
MAXIMUM AND MINIMUM PRINCIPLE STRESS AREA:
Document title: Project: Document No:
Enclosure base skid for QSK60G3
Bab Gas Petrofac‐ADCO ACE‐FEA‐EB‐300221‐QSK60G3
Job No: 300221 Rev no: 1 Date: 12‐08‐2014
Page 15 of 16
DEFORMED AND UNDER DEFORMED SHAPES:
DEFORMED AND UNDER DEFORMED SHAPES:
Document title: Project: Document No:
Enclosure base skid for QSK60G3
Bab Gas Petrofac‐ADCO ACE‐FEA‐EB‐300221‐QSK60G3
Job No: 300221 Rev no: 1 Date: 12‐08‐2014
Page 16 of 16
REACTION FORCES ON LIFTING LUGS:
CONCLUSION: The maximum stress intensities during the load on the skid are reported, are based on the structural analysis performed using finite element analysis of enclosure skid structure. From the stress plots it is observed that the stress generated in the enclosure skid structure are well within the allowable stress limits as per BS 6399 codes and standards, code of practice for the dead and imposed loads. Stresses in the entire enclosure skid structure are less than materials yield strength 250 MPa. The safety factor in the entire structure is also within the limits. The deformation is also found to be well within the limits. Hence the enclosure skid structure is safe against the given loading condition.
Document title: Project: Document No:
Enclosure base skid for QSK60G3
Bab Gas Petrofac‐ADCO ACE‐FEA‐EB‐300221‐QSK60G3
Job No: 300221 Rev no: 1 Date: 12‐08‐2014
Bab Gas Petrofac‐ADCO
CLIENT:
CUMMINS MIDDLE EAST
DOCUMENT NO: ACE AL FARIS
DRAWING NO:
ACE‐FEA‐EB‐300221‐QSK60G3 CME‐165‐DWG‐ENC‐001
DRAWING REV NO:
C
FINITE ELEMENT STATIC ANALYSIS OF ENCLOSURE BASE SKID Customer: CUMMINS MIDDLE EAST Project: #300221 — CME-165-2014: Bab Gas Petrofac-ADCO Rev: 01
REV 01
DATE 12‐08‐2014
DESCRIPTION Enclosure Base skid ‐ Cummins QSK60G3
PREPARED BY: PS
CONFIDENTIAL INFORMATION
CHECKED BY: VA
APPROVED BY:
Page 2 of 16
GENERAL SUMMARY:
The document reports about the work undertaken to calculate the stress and deformation in the enclosure skid structure due to external loads. Objective was to carry out the FE stress analysis and to verify the maximum deformations and stresses in the enclosure skid. Structural calculations were performed for the enclosure skid structure considering the effect of dead loads and imposed loads. Static stress analysis was performed on the enclosure skid structure considering the effect of dead loads and imposed loads. Worst loading conditions were considered for analysis. The stress output will be compared with the material yield point value to comment on the safe operation behavior of complete unit as per BS 6399 codes and standards, code of practice for the dead and imposed loads. The solution projected here is based on the finite element program ANSYS 11.0; the results give an idea about von mises stress and maximum deflection.
Document title: Project: Document No:
Enclosure base skid for QSK60G3
Bab Gas Petrofac‐ADCO ACE‐FEA‐EB‐300221‐QSK60G3
Job No: 300221 Rev no: 1 Date: 12‐08‐2014
Page 3 of 16
GEOMETRY & FE MODEL: The FE model has been set up based on the GA drawing.
Document title: Project: Document No:
Enclosure base skid for QSK60G3
Bab Gas Petrofac‐ADCO ACE‐FEA‐EB‐300221‐QSK60G3
Job No: 300221 Rev no: 1 Date: 12‐08‐2014
Page 4 of 16 NODES:
ELEMENTS
Document title: Project: Document No:
Enclosure base skid for QSK60G3
Bab Gas Petrofac‐ADCO ACE‐FEA‐EB‐300221‐QSK60G3
Job No: 300221 Rev no: 1 Date: 12‐08‐2014
Page 5 of 16 NODE LIST
Node no 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 Document title: Project: Document No:
x 0 1215 2430 3767 5193 6617 8117 9867 11617 12833 1215 2430 3767 0 1215 2430 3767 5193 5417 6617 8117 9867 11617 12833 0 1215 2430 3767 5417 6617 8117 9867 11617 12833 0 1215 2430 3767 5417 6617 8117 9867 11617 12833 1215 2430 3767
List of nodes y 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Enclosure base skid for QSK60G3
Bab Gas Petrofac‐ADCO ACE‐FEA‐EB‐300221‐QSK60G3
z 0 0 0 0 0 0 0 0 0 0 493 493 493 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 2333 2333 2333 2333 2333 2333 2333 2333 2333 2333 3333 3333 3333 3333 3333 3333 3333 3333 3333 3333 2841 2841 2841
Orient KP 62 ‐ ‐ ‐ 64 ‐ ‐ ‐ ‐ 63 ‐ ‐ 68 ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ 66 ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ 65 52 53 54 55 56 57 58 59 60 61 ‐ ‐ 67 Job No: 300221 Rev no: 1 Date: 12‐08‐2014
Page 6 of 16 48 49 50 51 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102
Document title: Project: Document No:
3317 9517 3317 9517 0 2430 3767 6617 8117 9867 607.5 1822.5 3098.5 4480 6217 8992 607.5 1822.5 3098.5 4480 6217 8992 607.5 1822.5 3098.5 4480 6217 8992 607.5 1822.5 3098.5 4480 6217 8992 1822.5 3098.5 1822.5 3098.5
Enclosure base skid for QSK60G3
Bab Gas Petrofac‐ADCO ACE‐FEA‐EB‐300221‐QSK60G3
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 3333 3333 350 350 350 150 150 150 0 0 0 0 0 0 1000 1000 1000 1000 1000 1000 2333 2333 2333 2333 2333 2333 3333 3333 3333 3333 3333 3333 493 493 2861 2861
‐ LUG ‐ LUG ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ LUG ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ LUG ‐ ‐ ‐ ‐ ‐ ‐ ‐
Job No: 300221 Rev no: 1 Date: 12‐08‐2014
Page 7 of 16 SECTION PROPERTIES: BEAM – 305X165X54 Kg/meter
BEAM – 152X152X30 Kg/meter
Document title: Project: Document No:
Enclosure base skid for QSK60G3
Bab Gas Petrofac‐ADCO ACE‐FEA‐EB‐300221‐QSK60G3
Job No: 300221 Rev no: 1 Date: 12‐08‐2014
Page 8 of 16
LOAD DETAILS DEAD LOAD: 1. 2. 3. 4. 5. 6.
Self weight - automatically calculated by the software. Radiator weight(wet) = 1500 kg Engine weight = 9800kg Coupling = 300kg Alternator = 9000kg Engine base skid = 3000kg
IMPOSED LOAD: 7. Factor of safety = 1.25 8. Acceleration due to gravity = 9.81m/sec^2
LOAD APPLICATION DURING LIFTING: LOAD COMBINATIONS: COMBINATION
NAME
DEFINITION
A
COMBO 1
(2+3+4+5+6)*1.25
SL NO
LOADS
LOADING ON
LOAD VALUE
1
ISOLATOR 1
16
11334 N
2
ISOLATOR 2
27
11332 N
3
ISOLATOR 3
17
48172 N
4
ISOLATOR 4
28
48105 N
5
ISOLATOR 5
19
14710 N
6
ISOLATOR 6
29
14689 N
7
ISOLATOR 7
20
41897 N
8
ISOLATOR 8
30
41831 N
9
ISOLATOR 9
21
28683 N
10
ISOLATOR 10
31
28642 N
Document title: Project: Document No:
Enclosure base skid for QSK60G3
Bab Gas Petrofac‐ADCO ACE‐FEA‐EB‐300221‐QSK60G3
Job No: 300221 Rev no: 1 Date: 12‐08‐2014
Page 9 of 16
BOUNDARY CONDITIONS:
Document title: Project: Document No:
Enclosure base skid for QSK60G3
Bab Gas Petrofac‐ADCO ACE‐FEA‐EB‐300221‐QSK60G3
Job No: 300221 Rev no: 1 Date: 12‐08‐2014
Page 10 of 16
OUTPUT RESULTS ON STRUCTURAL MEMBERS VON MISES STRESS:
SL NO
LOAD CASE
1
VON MISES STRESS (N/mm^2)
A
185.067
EQUIVALENT STRESS:
SL NO 1
LOAD CASE
MAXIMUM STRESS (N/mm^2)
A
185.067
MINIMUM STRESS (N/mm^2) -96.248
MAXIMUM DEFLECTION:
SL NO 1
Document title: Project: Document No:
LOAD CASE
MAXIMUM DEFLECTION (mm)
A
5.643
Enclosure base skid for QSK60G3
Bab Gas Petrofac‐ADCO ACE‐FEA‐EB‐300221‐QSK60G3
MINIMUM DEFLECTION (mm) 0
Job No: 300221 Rev no: 1 Date: 12‐08‐2014
Page 11 of 16
DISPLACEMENT VECTOR SUM:
DISPLACEMENT IN X DIRECTION:
Document title: Project: Document No:
Enclosure base skid for QSK60G3
Bab Gas Petrofac‐ADCO ACE‐FEA‐EB‐300221‐QSK60G3
Job No: 300221 Rev no: 1 Date: 12‐08‐2014
Page 12 of 16
DISPLACEMENT IN Y DIRECTION:
DISPLACEMENT IN Z DIRECTION
Document title: Project: Document No:
Enclosure base skid for QSK60G3
Bab Gas Petrofac‐ADCO ACE‐FEA‐EB‐300221‐QSK60G3
Job No: 300221 Rev no: 1 Date: 12‐08‐2014
Page 13 of 16
VON MISES STRESS:
VON MISES STRESS:
Document title: Project: Document No:
Enclosure base skid for QSK60G3
Bab Gas Petrofac‐ADCO ACE‐FEA‐EB‐300221‐QSK60G3
Job No: 300221 Rev no: 1 Date: 12‐08‐2014
Page 14 of 16
MAXIMUM AND MINIMUM PRINCIPLE STRESS:
MAXIMUM AND MINIMUM PRINCIPLE STRESS AREA:
Document title: Project: Document No:
Enclosure base skid for QSK60G3
Bab Gas Petrofac‐ADCO ACE‐FEA‐EB‐300221‐QSK60G3
Job No: 300221 Rev no: 1 Date: 12‐08‐2014
Page 15 of 16
DEFORMED AND UNDER DEFORMED SHAPES:
DEFORMED AND UNDER DEFORMED SHAPES:
Document title: Project: Document No:
Enclosure base skid for QSK60G3
Bab Gas Petrofac‐ADCO ACE‐FEA‐EB‐300221‐QSK60G3
Job No: 300221 Rev no: 1 Date: 12‐08‐2014
Page 16 of 16
REACTION FORCES ON LIFTING LUGS:
CONCLUSION: The maximum stress intensities during the load on the skid are reported, are based on the structural analysis performed using finite element analysis of enclosure skid structure. From the stress plots it is observed that the stress generated in the enclosure skid structure are well within the allowable stress limits as per BS 6399 codes and standards, code of practice for the dead and imposed loads. Stresses in the entire enclosure skid structure are less than materials yield strength 250 MPa. The safety factor in the entire structure is also within the limits. The deformation is also found to be well within the limits. Hence the enclosure skid structure is safe against the given loading condition.
Document title: Project: Document No:
Enclosure base skid for QSK60G3
Bab Gas Petrofac‐ADCO ACE‐FEA‐EB‐300221‐QSK60G3
Job No: 300221 Rev no: 1 Date: 12‐08‐2014
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