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<doi>/ISEC.res.2017.131</doi>
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<article-title>DAMAGE MODES AND FAILURE MECHANISM OF<br/>
160,000 m<sup>3</sup> LNG OUTER CONCRETE TANK UNDER<br/>
IMPACT LOADING</article-title>
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<author>XIMEI ZHAI<sup>1</sup>, XINYU ZHAO<sup>1</sup>, and XINRUI LI<sup>2</sup></author>

<aff><sup>1</sup>School of Civil Engineering, Harbin Institute of Technology, Harbin City, China<br/>
<sup>2</sup>Zhe Jiang Electric Power Construction Co., Ltd, Ningbo City, China</aff>


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<title>ABSTRACT</title>
<p>In order to investigate the damage models and failure mechanism of the outer concrete
tank of the liquefied natural gas (LNG) storage tank under impact loading, the finite
element (FE) model of the outer concrete tank of 160,000 m<sup>3</sup> LNG storage tank for an
actual LNG project and a cylindrical impactor are established based on ANSYS/LSDYNA FE analysis software platform. Through the result comparison of the numerical
simulation and an impact perforation test of reinforced concrete slabs subjected to
projectile with high speed, the accuracy of the numerical simulation method and
material model proposed from this paper are verified. The dynamic response of the
concrete dome for LNG outer concrete tank structures under impact loading is studied.
Based on response rules and failure phenomena of the dome for LNG outer concrete
storage tank subject to impact loading, three damage modes are defined, and the failure
mechanism for each mode is revealed from the view point of energy.</p>
<p><italic>Keywords: </italic>LNG storage tank, Concrete dome, Cylindrical impactor, Dynamic
response, Response characteristic, Failure phenomena.</p>
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