Experimental Research on Structural Performance of Joints Between Tank Wall and Ring Beam of LNG Concrete Storage Tank

ZHANG Puyang; BAI Yu; LIU Yang; XU Yunlong; DING Hongyan

doi:10.13204/j.gyjzG21052003

Volume 52 Issue 8

Aug. 2022

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ZHANG Puyang, BAI Yu, LIU Yang, XU Yunlong, DING Hongyan. Experimental Research on Structural Performance of Joints Between Tank Wall and Ring Beam of LNG Concrete Storage Tank[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(8): 127-131,174. doi: 10.13204/j.gyjzG21052003

Citation:

ZHANG Puyang, BAI Yu, LIU Yang, XU Yunlong, DING Hongyan. Experimental Research on Structural Performance of Joints Between Tank Wall and Ring Beam of LNG Concrete Storage Tank[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(8): 127-131,174. doi: 10.13204/j.gyjzG21052003

Citation:

ZHANG Puyang, BAI Yu, LIU Yang, XU Yunlong, DING Hongyan. Experimental Research on Structural Performance of Joints Between Tank Wall and Ring Beam of LNG Concrete Storage Tank[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(8): 127-131,174. doi: 10.13204/j.gyjzG21052003

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Experimental Research on Structural Performance of Joints Between Tank Wall and Ring Beam of LNG Concrete Storage Tank

doi: 10.13204/j.gyjzG21052003

ZHANG Puyang^1,2,
BAI Yu^1,2,
LIU Yang^{3
,
,},
XU Yunlong^1,2,
DING Hongyan^1,2

1. State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300072, China;
2. School of Civil Engineering, Tianjin University, Tianjin 300072, China;
3. CNOOC Petroleum and Gas Power Group Co., Ltd., Beijing 100020, China

Received Date: 2021-05-20
Available Online: 2022-12-01

Abstract

Abstract

In order to research the stress and seismic performance of joints between the tank wall and ring beam of large-scale liquefied natural gas (LNG) concrete full-capacity storage tanks,a 160 000 m³LNG concretefull-capacity storage tank was used as a prototype to conduct model test.The bearing capacity, failure mode, stiffness and energy dissipation capacity were studied by quasi-static test.The results showed that the joint between the tank wall and ring beam of the 160 000 m³LNG concrete full-capacity storage tank was not damaged when the tank wall was damaged, which conformed to the design principle of "strong joint" for large-scale concrete structures. However,the energy dissipation capacity of the structure was poor, the maximum energy dissipation coefficient before failure was 0.685, the residual secant stiffness was 0.878 kN/mm, the stiffness degradation coefficient was 0.17, and the residual stiffness was small.
- LNG storage tank,
- joint test,
- hysteresis curve,
- failure mode

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References(11)

References

[1]	EDWARDS N W. A procedure for dynamic analysis of thin walled liquid storage tanks subjected to lateral ground motions[D]. Michigan: University of Michigan, 1969.
[2]	马德萍. 隔震LNG储罐的地震反应分析[D]. 哈尔滨:哈尔滨工业大学, 2007.
[3]	谢剑, 张维君, 吕娜娜, 等. 大型LNG储罐顶部环梁的优化设计[J]. 特种结构, 2011, 28(5): 63-66 ,96.
[4]	谢剑, 李建军. 超低温作用下LNG储罐热-结构耦合分析[J]. 特种结构, 2013(1): 44-47.
[5]	逯严磊. 近断层地震作用下大型立式储罐综合减震响应研究[D]. 大庆: 东北石油大学, 2013.
[6]	周利剑, 吴育建, 孙建刚, 等. 长周期地震动作用下大型立式储罐晃动波高问题研究[J]. 自然灾害学报, 2019, 28(3): 87-95.
[7]	徐博. 近断层地震动作用下大型立式隔震储罐响应分析[D]. 兰州: 兰州理工大学, 2017.
[8]	南锐锐. LNG储罐预应力混凝土外罐地震响应的试验研究分析[D]. 大庆:东北石油大学, 2019.
[9]	单彤文, 陈团海, 张超, 等. 爆炸荷载作用下LNG全容罐安全性优化设计[J]. 油气储运, 2020, 39(3): 334-341.
[10]	姜永胜, 苏娟, 苏龙龙, 等. 大型LNG储罐爆炸载荷效应数值分析[J]. 石油和化工设备, 2020, 23(1): 23-26.
[11]	中华人民共和国住房和城乡建设部. 建筑抗震试验规程: JGJ/T 101—2015[S]. 北京: 中国建筑工业出版社, 2015.

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