TOMATOENC CO., LTD.
CONTACT to DONG-SUNG, PARK (T. +82-70-4334-5321, CP. +82-10-4345-8077) E-mail: [email protected], http://www.tomatoenc.com Copyright © TOMATOENC CO., LTD. All rights reserved.
Located in Busan, South Korea
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□ Establishment ◌ May. 01. 2004: Established TOMATO ENGINEERING Co., Ltd.
◌ July. 07. 2017: Established TOMATOENC Co., Ltd. This company was born from a split-up between the ‘TOMATO Engineering’
and renamed itself as ‘TOMATOENC’
□ Location and Contact Point ◌ DaeGwang B/D, 4F and 5F, 108, Geojeong-ro, Saha-gu, Busan, Korea
◌ TEL: +82-70-4334-5321, CP: +82-10-4645-8077
◌ E-mail: [email protected] / [email protected]
◌ Contact to Dong-Sung, Park (CEO/Ph.D.)
◌ Website: www.tomatoenc.com
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:: To Meet TOMATOENC is To Be World Class ::
API TEAM (CRT, DRT, EFRT, DWST, Spherical)
◌ DESIGN Department: Fabrication Drawing, CP & BOM ◌ FEA Department: Strength Calculation, FE Analysis, CFD Analysis,
Design Department
Director Do-Hoon, Kim (김도훈 이사)
FEA Department
CEO / Ph.D. Dong-Sung, Park (박동성 대표)
ASME TEAM (Pressure Vessel, Heater, etc)
SS TEAM (2D, 3D Steel Structure, etc)
ANALYSIS TEAM (ANSYS, FLUENT and STAAD Pro.)
CALCULATION TEAM (In-House Program)
Organization Always Be With You
□ Engineering Service for ‘Gas & Oil’, ‘Petrochemical’ and ‘Power Plant’ ▫ Cone Roof Tank, Dome Roof Tank, Floating Roof Tank (single, double)
▫ Double Wall Tank (App. “Q” and App. “R”): LPG, Propane, Ethylene, Ammonia, Propylene
▫ Spherical Tank: ASME Sec. VIII, Div. 1 & 2
▫ Pressure Vessel, Heat Exchanger, Tower, Reactor
▫ HRSG, HP & LP Heater, Condenser, Absorber, Silo, Hopper, Desulfurization Equipment
□ Engineering Service for ‘Steel Structures’ ▫ Platform, Tower Stair, Steel Structure, etc.
□ Engineering Service for ‘Vendor Print Review’ ▫ Storage Tanks, Spherical Tanks, Steel Structures
□ Engineering Service for ‘Quotation’ ▫ Strength Calculation, BOG Calculation, Engineering Drawing, Bill of Materials(BOM)
Major Business
:: Strength Calculation, Fabrication Drawing, FE Analysis ::
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□ Staff: 6 members ▫ PhD: 1 person, Master: 2 persons, Bachelor: 3 persons
□ Applicable Codes and Standards ▫ ASME SEC. VIII & SEC.III, ▫ API 650 & 625 & 620, API 579-1/ASME FFS-1
▫ BS EN 14015, BS EN 14620, BS 7777-1
▫ AISC-360(LRFD, ASD), EEMUA, ISO, IGF, India Code, Vietnam Code, etc.
□ FE Analysis ▫ Thermal, Elastic, Elastic-Plastic, Buckling, Dynamic, Fatigue, Creep-Fatigue Analysis
□ CFD Analysis : Steady-state, Transient, Sloshing, etc.
□ Steel Structure Analysis
□ Strength Calculation ▫ API 650 & 625 & 620, BS EN 14015, BS EN 14620, BS 7777-1, ASME Sec. VIII, EEMUA, etc.
□ BOG Calculation: Double Wall Tank, Spherical Tank
FEA Department
:: Strength Calculation, FE Analysis, CFD Analysis ::
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□ Staff: 8 members ▫ Over 25 years: 2 persons, Over 17 years: 1 person,
▫ Over 10 years: 1 persons, Over 7 year: 2 persons, Over 1 year: 1 person
□ Applicable Codes and Standards ▫ ASME Sec. III & Sec. VIII
▫ API 650 & 625 & 620,
▫ BS EN 14015, BS EN 14620, BS 7777-1
▫ AISC-360(LRFD, ASD), India Code, Vietnam Code, etc.
□ Engineering Drawing , Fabrication Drawing, CP & BOM ▫ Cone Roof Tank, Dome Roof Tank, Floating Roof Tank (single, double)
▫ Double Wall Tank (App. “Q” and App. “R”): LPG, Propane, Ethylene, Ammonia….
▫ Spherical Tank: ASME Sec. VIII, Div. 1 & 2
▫ Pressure Vessel, Heat Exchanger, HP&LP Heater, etc.
▫ Absorber, Silo, Hopper
▫ Steel Structures
Design Department
:: Engineering Drawing, Fabrication Drawing, CP & BOM ::
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□ FE Analysis ▫ ANSYS Mechanical 1 copy, ANSYS Professional 2 copies
□ CFD Analysis ▫ ANSYS Fluent 1 copy, Design Modeler 1 copy
□ Steel Structure Analysis ▫ STAAD. PRO 1 copy
□ Drawing ▫ AutoCAD 11 copies, Tekla Structures
□ Strength Calculation ▫ PV-Elite & Compress(outsourcing)
- Pressure Vessel, Heat Exchanger, etc.
▫ In-House Program
- API 650 Tank: CRT, DRT, Floating Tank (single, double)
- API 620 Tank: DRT, Double Wall Tank (App. “Q” and App. “R”)
- Spherical Tank (ASME Sec. VIII, Div. 1 & 2), AISC, EEMUA, etc.
- BOG Calculation
Software
:: Drawing, Strength Calculation, FE Analysis, CFD Analysis ::
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Analysis of the User’s Design Specification
Job Sharing (Calculation, Drawing, FE Analysis)
Drawing(Design Dept.) FE Analysis(FEA Dept.) Calculation
Initial Results Inform to Owner
Final Results
Rep
eti
tio
n
Final Drawing (Design Dept.)
Final FE Analysis Report (FEA Dept.)
Final Calculation Report
Inform to Owner
Kick-off
Meeting
Design Process Always Be With You
Formal Contract
□ PV-Elite & Compress (outsourcing) ▫ Pressure Vessel, Heat Exchanger, Condenser, HP/LP Heater, Tower, Etc.
□ In-House Program ▫ CRT, DRT, External Floating Tank, Double Wall Storage Tank, Spherical Tank
▫ BOG Calculation for Double Wall Storage Tank
▫ Mounded Storage Vessel
Calculation Service Always Be With You
DEMENSION OF GEOMETRIC MODEL
DEMENSION OF GEOMETRIC MODEL( )
Inner Diameter of tank ( Di ) =
Inner Radius of tank ( Ri ) =
Maximum liquid leve ( H.L.L ) =
5
3
Notation
[ i ]
63.0
63.0
Height, Hi
[ mm ]
26700.0
26635.7
26125.2
25123.6
18859.6
13350.0
7840.4
1576.4
574.8
64.3
63.0
Min_thk, tmin
[ mm ]
8
7
6
4
10
9
20000.0 mm
13350.0 mm
26700.0 mm
2
1
TYPE-13.1
5.625
Angle, Φi
[ deg˚ ]
5.625
11.25
11.25
37.5
24.375
24.375
37.5
11.25
11.25
63.0
63.0
63.0
63.0
63.0
63.0
63.0
Corr.thk, t*
[ mm ]
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
3. CALCULATION OF COLUMN SUPPORT BASED ON AISC 360
DEFINE GEOMETRIC PROPERTIES
[ ]
= : Corrosion Allowance
= : Diameter of Column
= : Uncorroded thickness of Column
= : Yield strength at design temperature
= : Tensile strength at design temperature
= : Elastic modulus at design temperatrue
= : Inside radius of Column
= : Outer side radius of Column
= : Geometric Area
= : Geometric Effective Area, Assume that 0.7Ag
= : Second Moment of Area about Y-axis
= : Second Moment of Area about Z-axis
= : Polar Moment of Inertia
= : Elastic section modulus
= : Elastic section modulus
= : Plastic section modulus
= : Plastic section modulus
= : Radius of Gyration about Y-axis
= : Radius of Gyration about Z-axis
12.
12.1
t 5.0 mm
E 202350.0 MPa
Fu 483.0 MPa
Section type of column
Round HSS Geometric Properties of Hollow Circle (Annulus)
D 200.0 mm
CA 0.0 mm
Fy 262.0 MPa
Ri 97.5mm
Calculated Geometric Properties of Hollow Circle
Ag 1551.2 mm²
Ro 100mm
Sz 7.56E+04 mm³
Sy 7.56E+04 mm³
Ip 1.51E+07 mm⁴
Iy 7.56E+06 mm⁴
Ae 1085.8 mm²
Iz 7.56E+06 mm⁴
Zpy 9.75E+04 mm³
Zpz 9.75E+04 mm³
Formula of Geometric Properties of Hollow Circle
= =
= = =
ry 69.83 mm
rz 69.83 mm
= = =
= = =
=
::BOG:: ::Spherical Tank::
Drawing Service
:: Refrigerated Liquefied Gas Storage (Double Wall Storage Tank) ::
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Ammonia Storage Tank
Propane Storage Tank
LPG Storage Tank
Ethylene Storage Tank
Propane Storage Tank
Drawing Service
:: Cone, Dome and Floating Roof Tank ::
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Sulfur Tank
1:12 Truss
Cone Roof Dome Roof Floating Roof
1:12 Truss
Drawing Service
:: Spherical Tank ::
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Drawing Service
:: Absorber, Silo, Pressure Vessel, HP Heater ::
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Absorber Silo
Vessel (IGCC) HP Heater
Drawing Service
:: Steel Structures ::
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Stair Tower Roof Platform
Roof Platform Roof Platform Roof Platform
3D Modeling Service
:: Propane Storage Tank using Tekla Structures ::
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Analysis Service Always Be With You
:: Refrigerated Liquefied Gas Storage (Double Wall Storage Tank) ::
Thermal
Dynamic
Buckling
Anchor strap ,Nozzle, Internal; Pipe and Support
Modal
Roof Platform
Analysis Service Always Be With You
:: Cone Roof Tank ::
Elastic-Plastic Analysis
Elastic Analysis
Analysis Service Always Be With You
:: Spherical Tank, Pressure Vessel, HP heater, Heat Exchanger ::
Analysis Service Always Be With You
:: CFD Analysis for MSR, Duct and LPG Tank ::
Analysis Service Always Be With You
:: Structural Analysis for Stair Tower ::
Using ANSYS Using STAAD PRO
Analysis Service Always Be With You
:: ANSYS and STAAD PRO Combination ::
ANSYS
STAAD PRO
Thin Wall Collapse Cause by Wind Load
Shell Deformation during Fabrication
Roof Collapse Cause by Vacuum Pressure
(no stiffener)
Troubleshooting Always Be With You
