The design and fabrication of shop-welded and prefabricated relatively small tanks, when compared to field-welded tanks, used in the upstream segment of the oil and gas industry is governed by the American Petroleum Institute specification 12F (API 12F). This study explores the changing designs of API 12F tanks to include a new rectangular cleanout design with reinforcement as shell extension internally of cleanout frame and a stepped shell design. This study also investigated the introduction of two additional tank sizes in addition to existing eleven tank sizes in the current 12th edition of API 12F. The adequacy of the new design changes and proposed tank designs were verified by elastic stress analysis with nonlinear geometry, elastic–plastic stress analysis with nonlinear geometry, and elastic buckling analysis to verify their ability to operate at a design internal pressure of 16 oz/in2 (6.9 kPa) and maximum pressure during emergency venting of 24 oz/in2 (10.3 kPa). A vacuum pressure of 1.5 oz/in2 (0.43 kPa) was also investigated using the elastic buckling analysis. The stress levels and uplift of the tanks are reported in this report to provide insights into the behavior of proposed API 12F tanks exposed to higher internal pressure and vacuum pressure.

References

1.
API
,
2008
,
Specification for Shop Welded Tanks for Storage of Production Liquids
, 12th ed.,
American Petroleum Institute
,
Washington, DC
.
2.
ASME,
2017
,
ASME Boiler & Pressure Vessel Code an International Code. Section VIII, Alternative Rules for Construction of Pressure Vessels, Division 2
,
ASME International
,
New York
.
3.
API
,
2013
,
Welded Tanks for Oil Storage
, 12th ed.,
American Petroleum Institute
,
Washington, DC
, API Standard No. 650.
4.
Swenson
,
D.
,
Fenton
,
D.
,
Lu
,
Z.
,
Ghori
,
A.
, and
Baalman
,
J.
,
1996
,
Evaluation of Design Criteria for Storage Tanks With Frangible Roof Joints
,
API Publication 937
, Washington, DC.
5.
Guzey
,
S.
, and
Rondon
,
A.
,
2015
,
Determination of the Failure Pressure Modes for the API Specification 12F Shop Welded, Flat Bottom Tanks for Oil Storage
,
American Petroleum Institute
,
Washington, DC
, Report No. 15G06-01.
6.
Rondon
,
A.
, and
Guzey
,
S.
,
2017
, “
Determination of Failure Pressure Modes of the API Specification 12F Shop-Welded, Flat-Bottom Tanks
,”
ASME J. Pressure Vessel Technol.
,
139
(
4
), p.
041409
.
7.
Guzey
,
S.
, and
Rondon
,
A.
,
2016
,
Fatigue Evaluation, Brittle Fracture Assessment, and Wind Load Analysis of the API Specification 12F Shop Welded, Flat Bottom Tanks for Oil Storage
,
American Petroleum Institute
,
Washington, DC
, Report No. 15G06-02.
8.
Rondon
,
A.
, and
Guzey
,
S.
,
2017
, “
Fatigue Evaluation of the API Specification 12F Shop Welded Flat Bottom Tanks
,”
Int. J. Pressure Vessels Piping
,
149
, pp.
14
23
.
9.
Rondon
,
A.
, and
Guzey
,
S.
,
2017
, “
Brittle Fracture Assessment of the API Specification 12F Shop Welded Flat Bottom Tanks
,”
Int. J. Pressure Vessels Piping
,
158
, pp. 69–78.
10.
ABAQUS,
2017
,
ABAQUS Analysis User's Manual Version 2017
,
Dassault Systemes Simulia, Corp
.,
Providence, RI
.
11.
Błachut
,
J.
,
2016
, “
Buckling of Externally Pressurized Steel Toriconical Shells
,”
Int. J. Pressure Vessels Piping
,
144
(
Suppl. C
), pp.
25
34
.
12.
Chikode
,
S.
, and
Raykar
,
N.
,
2016
, “
Investigation of Reduction in Buckling Capacity of Cylindrical Shells Under External Pressure Due to Partially Cut Ring Stiffeners
,”
ASME J. Pressure Vessel Technol.
,
139
(
1
), p.
011202
.
13.
Burgos
,
C. A.
,
Batista-Abreu
,
J. C.
,
Calabró
,
H. D.
,
Jaca
,
R. C.
, and
Godoy
,
L. A.
,
2015
, “
Buckling Estimates for Oil Storage Tanks: Effect of Simplified Modeling of the Roof and Wind Girder
,”
Thin-Walled Struct.
,
91
, pp.
29
37
.
14.
El-Sobky
,
H.
, and
Singace
,
A. A.
,
1999
, “
An Experiment on Elastically Compressed Frusta
,”
Thin-Walled Struct.
,
33
(
4
), pp.
231
244
.
15.
Błachut
,
J.
,
2014
, “
Buckling of Cylinders With Imperfect Length
,”
ASME J. Pressure Vessel Technol.
,
137
(
1
), p.
011203
.
16.
Błachut
,
J.
,
Muc
,
A.
, and
Ryś
,
J.
,
2012
, “
Plastic Buckling of Cones Subjected to Axial Compression and External Pressure
,”
ASME J. Pressure Vessel Technol.
,
135
(
1
), p.
011205
.
17.
Błachut
,
J.
,
2011
, “
On Elastic–Plastic Buckling of Cones
,”
Thin-Walled Struct.
,
49
(
1
), pp.
45
52
.
18.
Błachut
,
J.
, and
Ifayefunmi
,
O.
,
2010
, “
Plastic Buckling of Conical Shells
,”
J. Offshore Mech. Arct. Eng.
,
132
(
4
), p.
041401
.
19.
Sabransky
,
I. J.
, and
Melbourne
,
W. H.
,
1987
, “
Design Pressure Distribution on Circular Silos With Conical Roofs
,”
J. Wind Eng. Ind. Aerodyn.
,
26
(
1
), pp.
65
84
.
20.
Zhao
,
Y.
, and
Teng
,
J. G.
,
2003
, “
A Stability Design Proposal for Cone-Cylinder Intersections Under Internal Pressure
,”
Int. J. Pressure Vessels Piping
,
80
(
5
), pp.
297
309
.
21.
Updike
,
D. P.
, and
Kalnins
,
A.
,
1998
, “
Tensile Plastic Instability of Axisymmetric Pressure Vessels
,”
ASME J. Pressure Vessel Technol.
,
120
(
1
), pp.
6
11
.
22.
Taniguchi
,
T.
, and
Katayama
,
Y.
,
2016
, “
Masses of Fluid for Cylindrical Tanks in Rock With Partial Uplift of Bottom Plate
,”
ASME J. Pressure Vessel Technol.
,
138
(
5
), p.
051301
.
23.
Błachut
,
J.
, and
Ifayefunmi
,
O.
,
2017
, “
Burst Pressures for Toriconical Shells: Experimental and Numerical Approach
,”
ASME J. Pressure Vessel Technol.
,
139
(
5
), p.
051203
.
24.
Hoo Fatt
,
M. S.
,
1997
, “
Rigid-Plastic Deformation of a Ring-Stiffened Shell Under Blast Loading
,”
ASME J. Pressure Vessel Technol.
,
119
(
4
), pp.
467
474
.
25.
Davie
,
J.
,
Elsharkawi
,
K.
, and
Taylor
,
T. E.
,
1978
, “
Plastic Collapse Pressures for Conical Ends of Cylindrical Pressure Vessels and Their Relationship to Design Rules in Two British Standard Specifications
,”
Int. J. Pressure Vessels Piping
,
6
(
2
), pp.
131
145
.
26.
Zhao
,
Y.
,
2005
, “
Buckling Behaviour of Imperfect Ring-Stiffened Cone-Cylinder Intersections Under Internal Pressure
,”
Int. J. Pressure Vessels Piping
,
82
(
7
), pp.
553
64
.
27.
Zhao
,
Y.
, and
Teng
,
J. G.
,
2001
, “
Buckling Experiments on Cone-Cylinder Intersections Under Internal Pressure
,”
J. Eng. Mech.
,
127
(
12
), pp.
1231
1239
.https://ascelibrary.org/doi/10.1061/%28ASCE%290733-9399%282001%29127%3A12%281231%29
28.
Skopinsky
,
V. N.
,
2001
, “
Stress Concentration in Cone–Cylinder Intersection
,”
Int. J. Pressure Vessels Piping
,
78
(
1
), pp.
35
41
.
29.
API
,
2017
, “
Specification for Shop Welded Tanks for Storage of Production Liquids
,” 13th ed., American Petroleum Institute, Washington, DC, API Standard No. 12F.
30.
Chang
,
J. I.
, and
Lin
,
C.-C.
,
2006
, “
A Study of Storage Tank Accidents
,”
J. Loss Prev. Process Ind.
,
19
(
1
), pp.
51
59
.
31.
Shih
,
C. F.
, and
Babcock
,
C. D.
,
1987
, “
Buckling of Oil Storage Tanks in SPPL Tank Farm During the 1979 Imperial Valley Earthquake
,”
ASME J. Pressure Vessel Technol.
,
109
(
2
), pp.
249
255
.
32.
Lu
,
Z.
,
Swenson
,
D. V.
, and
Fenton
,
D. L.
,
1996
, “
Frangible Roof Joint Behavior of Cylindrical Oil Storage Tanks Designed to API 650 Rules
,”
ASME J. Pressure Vessel Technol.
,
118
(
3
), pp.
326
331
.
33.
Niemi
,
E.
,
Fricke
,
W.
, and
Maddox
,
S. J.
,
2006
,
Fatigue Analysis of Welded Components: Designer's Guide to the Structural Hot-Spot Stress Approach
,
Woodhead Publishing
, Cambridge, UK.
34.
ASTM
,
2008
,
Standard Specification for Carbon Structural Steel
,
ASTM
,
West Conshohocken, PA
, Standard No. A36/A36M-08.
35.
Winkler
,
E.
,
1867
,
Die Lehre Von Der Elasticitaet Und Festigkeit
,
Dominiqus
,
Prague, Czech Republic
.
36.
Riks
,
E.
,
1979
, “
An Incremental Approach to the Solution of Snapping and Buckling Problems
,”
Int. J. Solids Struct.
,
15
(
7
), pp.
529
551
.
37.
Kondratenko
,
Y.
,
2017
, “
Tank Deformation Due to Overpressure in Wyoming
,” private communication.
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