OPTIMIZATION DESIGN ON THE ROOF OF LARGE LNG TANK

Xie Jian; He Fei

doi:10.13204/j.gyjz201204017

Volume 42 Issue 4

Dec. 2014

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Xie Jian, He Fei. OPTIMIZATION DESIGN ON THE ROOF OF LARGE LNG TANK[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 78-81,98. doi: 10.13204/j.gyjz201204017

Citation:

Xie Jian, He Fei. OPTIMIZATION DESIGN ON THE ROOF OF LARGE LNG TANK[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 78-81,98. doi: 10.13204/j.gyjz201204017

Xie Jian, He Fei. OPTIMIZATION DESIGN ON THE ROOF OF LARGE LNG TANK[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 78-81,98. doi: 10.13204/j.gyjz201204017

Citation:

Xie Jian, He Fei. OPTIMIZATION DESIGN ON THE ROOF OF LARGE LNG TANK[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 78-81,98. doi: 10.13204/j.gyjz201204017

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OPTIMIZATION DESIGN ON THE ROOF OF LARGE LNG TANK

doi: 10.13204/j.gyjz201204017

Xie Jian^1,2,
He Fei¹

1.
1. School of Civil Engineering,Tianjin University,Tianjin 300072,China;
2.
2. Key Laboratory of Coast Civil Structure Safety(Tianjin University),Ministry of Education,Tianjin 300072,China

Received Date: 2011-10-31
Publish Date: 2012-04-20

Abstract

Abstract

The mechanical behavior of large pre-stressed concrete full containment LNG tank roof was analyzed. According to the existing project,the physical model of large pre-stressed concrete full containment LNG tank is established with finite element method (FEM). The geometry factors implicating the stress and deformation of the roof were considered during the phase of project design,including external tank diameter,curvature radius of the roof and the thickness of roof. By calculating the LNG tanks with different dimensions and contrasting the results,the optimal states of the geometry factors on stress and deformation are obtained,which provides suggestions on designing the large LNG tanks and lays a foundation for China' s independent design of large-size LNG tanks.
- LNG tanks,
- roof,
- FEM,
- pre-stressed concrete,
- optimization design

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References(9)

References

骆晓玲，齐长勇，程换新. 大型液化天然气储罐的发展研究[J]. 机械设计与制造，2009，1(9):255-257.

[2] Jeon S J. Basic Design for Large Above-Ground Tank[C]∥Proceeding of GASEX2002，2002.

[3] BS EN14620-1: Design and Manufacture of Site Built，Vertical，Cylindrical，Flat-Bottomed Steel Tanks for the Storage ofRefrigerated，Liquefied Gases with Operating Temperatures Between 0℃ and-165℃ Part1:General[S]. 2006.

[4] BS EN1992-1-1: Design of Concrete Structures-Part 1-1:General Rules and Rules for Buildings[S]. 2004.

[5] 邸国清. 16 万 m3 混凝土外罐施工要点[J]. 石油工程建设，2008，34(4):30-34.

[6] 黄淑女，王作乾. 我国第一座 16 万 m3 全容 LNG 储罐[J]. 石油工程建设，2009，35(4):15-17.

[7] 吕娜娜，谢剑，杨建江，等. 大型 LNG 低温储罐建造技术综述[J]. 特种结构，2010，27(1):105-108.

[8] 李建军. LNG 储罐的建造技术[J]. 焊接技术，2006，35(4):54-56.

[9] 王冰，陈学东，王国平. 大型低温 LNG 储罐设计与建造技术的新进展[J]. 天然气工业，2010，30(5):108-112.

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