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    Numerical Modeling and Dynamic Response of 160,000-m3 Liquefied Natural Gas Outer Tank under Aircraft Impact

    Source: Journal of Performance of Constructed Facilities:;2019:;Volume ( 033 ):;issue: 004
    Author:
    Ximei Zhai
    ,
    Xinyu Zhao
    ,
    Yonghui Wang
    DOI: 10.1061/(ASCE)CF.1943-5509.0001307
    Publisher: American Society of Civil Engineers
    Abstract: To investigate the dynamic responses and damage modes of the dome of a liquefied natural gas (LNG) storage tank under aircraft impact, a finite-element (FE) model of a 160,000-m3 LNG storage tank for an actual LNG project and two kinds of aircraft was established. Through comparison of the results of a numerical simulation and an impact perforation test, the accuracy of the numerical simulation method and the material model were confirmed. The FE model of the aircraft also was validated, based on the Riera method. The dynamic responses and failure phenomena of the dome and wall of the LNG tank under aircraft impact were studied, respectively. Based on the simulation results, the influence of the reticulated shell on the antishock capability of the dome was evaluated. The numerical results revealed that the LNG outer tank was able to resist the impact of a Bombardier Challenger 850 and a Boeing 757 flying at 100  m/s; the ability to withstand shock loading was improved greatly by the combined effects of the concrete and reticulated shells. However, when the Bombardier Challenger 850 aircraft hit the tank wall at 100  m/s, the aircraft penetrated into the LNG outer concrete structure. More seriously, when the Bombardier aircraft hit the ring beam, in addition to the penetration damage at the direct impact site, there was a wide range of collapse near the breakdown hole, and the structure was severely damaged.
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      Numerical Modeling and Dynamic Response of 160,000-m3 Liquefied Natural Gas Outer Tank under Aircraft Impact

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4260056
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    contributor authorXimei Zhai
    contributor authorXinyu Zhao
    contributor authorYonghui Wang
    date accessioned2019-09-18T10:40:11Z
    date available2019-09-18T10:40:11Z
    date issued2019
    identifier other%28ASCE%29CF.1943-5509.0001307.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4260056
    description abstractTo investigate the dynamic responses and damage modes of the dome of a liquefied natural gas (LNG) storage tank under aircraft impact, a finite-element (FE) model of a 160,000-m3 LNG storage tank for an actual LNG project and two kinds of aircraft was established. Through comparison of the results of a numerical simulation and an impact perforation test, the accuracy of the numerical simulation method and the material model were confirmed. The FE model of the aircraft also was validated, based on the Riera method. The dynamic responses and failure phenomena of the dome and wall of the LNG tank under aircraft impact were studied, respectively. Based on the simulation results, the influence of the reticulated shell on the antishock capability of the dome was evaluated. The numerical results revealed that the LNG outer tank was able to resist the impact of a Bombardier Challenger 850 and a Boeing 757 flying at 100  m/s; the ability to withstand shock loading was improved greatly by the combined effects of the concrete and reticulated shells. However, when the Bombardier Challenger 850 aircraft hit the tank wall at 100  m/s, the aircraft penetrated into the LNG outer concrete structure. More seriously, when the Bombardier aircraft hit the ring beam, in addition to the penetration damage at the direct impact site, there was a wide range of collapse near the breakdown hole, and the structure was severely damaged.
    publisherAmerican Society of Civil Engineers
    titleNumerical Modeling and Dynamic Response of 160,000-m3 Liquefied Natural Gas Outer Tank under Aircraft Impact
    typeJournal Paper
    journal volume33
    journal issue4
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)CF.1943-5509.0001307
    page04019039
    treeJournal of Performance of Constructed Facilities:;2019:;Volume ( 033 ):;issue: 004
    contenttypeFulltext
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