Although the inner container of the cryogenic liquid semitrailer works under inner pressure, it needs to be vacuumed during the helium leak detection. Furthermore, the inner container usually cannot meet the stability requirements during the evacuation, though equipped with stiffening structures such as supporting rings for baffles inside the container. Therefore, a kind of temporary local rigid clamping structure was proposed to improve the antibuckling ability of the inner container during the helium leak detection. “Lulu” can was taken as the thin-walled cylindrical shell specimen under external pressure and was clamped with the temporary local rigid ring on the outside surface. The critical pressures were experimentally and numerically studied for the specimen with local clamping rings of different sizes, in which eigenvalue buckling analysis and nonlinear analysis were employed with the aid of ANSYS. It indicates that the critical pressure of the specimen with the local clamping ring is higher than that without the clamping ring. Finally, the optimal clamping scheme including size and location of clamping rings for the inner container of DC18 type cryogenic liquid semitrailer was studied with the finite element method, which aimed to improve the antibuckling capacity of the inner container during the helium leak detection.

References

1.
Wei
,
L.
,
2011
, “
The Structure and Flow of Liquefied Natural Gas Transport
,”
China Spec. Equip. Saf.
,
27
(
1
), pp.
22
23
(in Chinese).
2.
Zhang
,
M.
, and
Sun
,
Z.
,
2009
, “
The Problem and Improvement of LNG Transport Semitrailer in the Helium Leak Detection Under Vacuum
,”
China Spec. Equip. Saf.
,
25
(
9
), pp.
41
42
(in Chinese).
3.
Glock
,
D.
,
1977
, “
Überkritisches Verhalten Eines Starr Ummantelten Kreisrohres Bei Wasserdrunck Von Aussen Und Temperaturdehnung,” (“Post-Crit. Behav. a Rigidly Encased Circular Pipe Subject to External Water Pressure Therm. Extension)
,”
Der Stahlbau
,
46
(7), pp.
212
217
.
4.
Chen
,
D.
,
Zhao
,
G.
, and
Liu
,
K.
,
2013
, “
Study on Buckling of the Cylindrical Liner by Using the Galerkin Method
,”
J. Fuzhou Univ.(Nat Sci. Ed.)
,
41
(
5
), pp.
882
886
(in Chinese).
5.
Vasilikis
,
D.
, and
Karamanos
,
S. A.
,
2009
, “
Stability of Confined Thin-Walled Steel Cylinders Under External Pressure
,”
Int. J. Mech. Sci.
,
51
(
1
), pp.
21
32
.
6.
Vasilikis
,
D.
, and
Karamanos
,
S. A.
,
2011
, “
Buckling Design of Confined Steel Cylinders Under External Pressure
,”
ASME J. Pressure Vessel Technol.
,
133
(
1
), p.
011205
.
7.
Vasilikis
,
D.
, and
Karamanos
,
S. A.
,
2014
, “
Mechanics of Confined Thin-Walled Cylinders Subjected to External Pressure
,”
ASME Appl. Mech. Rev.
,
66
(
1
), p.
010801
.
8.
Guo
,
Y.
, and
Ren
,
W.
,
2006
, “
Experiment Study on Confined Bucking of Cylindrical Shells
,”
Eng. Mech.
,
23
(
S1
), pp.
7
10
(in Chinese).
9.
Guo
,
Y.
, and
Ren
,
W.
,
2004
, “
The Progress of Study About Confined Buckling
,”
Adv. Mech.
,
34
(
1
), pp.
41
52
(in Chinese).
10.
Li
,
Z.
, and
Wang
,
L.
,
2012
, “
Elastic Buckling of Cylindrical Pipe Linings With Variable Thickness Encased in Rigid Host Pipes
,”
Thin-Walled Struct.
,
51
, pp.
10
19
.
11.
EI-Sawy
,
K. M.
,
2013
, “
Inelastic Stability of Liners of Cylindrical Conduits With Local Imperfection Under External Pressure
,”
Tunneling Underground Space Technol.
,
33
, pp.
98
110
.
12.
Thépot
,
O.
,
2001
, “
Structural Design of Oval-Shaped Sewer Linings
,”
Thin-Walled Struct.
,
39
(
6
), pp.
499
518
.
13.
Jaganathan
,
A.
,
Allouche
,
E.
, and
Baumert
,
M.
,
2007
, “
Experimental and Numerical Evaluation of the Impact of Folds on the Pressure Rating of CIPP Liners
,”
Tunneling Underground Space Technol.
,
22
(
5–6
), pp.
666
678
.
14.
Estrada
,
C. F.
,
Godoy
,
L. A.
, and
Flores
,
F. G.
,
2012
, “
Buckling of Vertical Sandwich Cylinders Embedded in Soil
,”
Thin-Walled Struct.
,
61
, pp.
188
195
.
15.
EI-Sawy
,
K.
, and
Moore
,
I. D.
,
1998
, “
Stability of Loosely Fitted Liners Used to Rehabilitate Rigid Pipes
,”
J. Struct. Eng.
,
124
(
11
), pp.
1350
1358
.
16.
EI-Sawy
,
K.
,
2001
, “
Inelastic Stability of Tightly Fitted Cylindrical Liners Subjected to External Uniform Pressure
,”
Thin-Walled Struct.
,
39
(
9
), pp.
731
744
.
17.
EI-Sawy
,
K.
,
2002
, “
Inelastic Stability of Loosely Fitted Cylindrical Liners
,”
J. Struct. Eng., ASCE
,
128
(
7
), pp.
934
941
.
18.
EI-Sawy
,
K.
, and
Sweedan
,
A. M. I.
,
2010
, “
Effect of Local Wavy Imperfections on the Elastic Stability of Cylindrical Liners Subjected to External Uniform Pressure
,”
J. Tunneling Underground Space Technol.
,
25
(
6
), pp.
702
713
.
19.
EI-Sawy
,
K.
, and
Sweedan
,
A. M. I.
,
2010
, “
Elastic Stability Analysis of Loosely Fitted Thin Liners – a Proposed Simplified Procedure and Evaluation of Existing Solutions
,”
J. Tunneling Underground Space Technol.
,
25
(
6
), pp.
689
701
.
20.
Boot
,
J. C.
,
1998
, “
Elastic Buckling of Cylindrical Pipe Linings With Small Imperfections Subject to External Pressure
,”
Trenchless Technol. Res.
,
12
(
1–2
), pp.
3
15
.
21.
Crisfield
,
M. A.
,
1981
, “
A Fast Incremental-Iterative Solution Procedure That Handles Snap-Through
,”
Comput. Struct.
,
13
(
1–3
), pp.
55
62
.
22.
EI-Sawy
,
K.
, and
Moore
,
I. D.
,
1997
, “
Parametric Study for Buckling of Liners: Effect of Liner Geometry and Imperfections
,”
Trenchless Pipeline Projects Practical Applications
, pp.
416
423
.
23.
Valdeolivas
,
J. L. G.
, and
Mosquera
,
J. C.
,
2013
, “
A Full 3D Finite Element Model for Buckling Analysis of Stiffened Steel Liners in Hydroelectric Pressure Tunnels
,”
ASME J Pressure Vessel Technol.
,
135
(
6
), p.
061205
.
24.
Valdeolivas
,
J. L. G.
, and
Mosquera
,
J. C.
,
2015
, “
Consideration of Geometric Imperfections in Three Dimensional Finite Element Model Analysis of Stiffened Steel Liners Subjected to External Pressure
,”
ASME J. Pressure Vessel Technol.
,
137
(
4
), p.
041202
.
25.
Gao
,
B.
,
Tang
,
H.
,
Su
, ,
L.
, and
Li
,
J.
,
2008
, “
Feasibility Analysis of “Lulu” Pop Can as Specimen for Experiment of Cylinder Stability Under External Pressure
,”
J. Adult Educ. School Hebei Univ. Technol.
,
23
(
1
), pp.
53
56
(in Chinese).
26.
Tian
,
L.
,
Dong
,
J.
, and
Gao
,
B.
,
2013
, “
Study on the Stability of Cylinder With Helical Reinforcement Under External Pressure
,”
J. Mech. Strength
,
35
(
6
), pp.
118
123
(in Chinese).
27.
Liu
,
K.
,
Zhao
,
G.
,
Zhu
,
Z.
, and
Zheng
,
R.
,
2013
, “
Study on the Confined Buckling of a Cylindrical Shell Based on ANSYS
,”
Petro-Chem. Equipment
,
42
(
5
), pp.
8
11
(in Chinese).
28.
Chen
,
X.
,
1987
,
Design of Chemical Vessels
,
Press of Shanghai Science and Technology
,
Shanghai, China
(in Chinese).
29.
ASME
,
2013
, “
ASME Boiler and Pressure Vessel Code, Section VIII, Division 2
,” American Society of Mechanical Engineers, New York, Standard No. ASME BPVC.VIII.2-2013.
You do not currently have access to this content.