Sloshing responses in vertical and horizontal baffled tanks under irregular external excitations are investigated by employing a viscous fluid flow model with the Navier-Stokes solver. After the extensive validation of the present numerical model, the numerical experiment reveals many new understandings of the problem. A three-phase variation is suggested to describe the sloshing response under irregular excitations, that is, the first-order natural period controlling stage, the second-order natural period controlling stage, and the transitional stage between them. The sloshing periods are always around the corresponding natural periods with small standard deviations at the first-and second-order natural period controlling stages; while the decreased sloshing periods with large standard deviations can be observed at the transitional stage between them. The sloshing energy concentrated at a single natural frequency or multiple natural frequencies is the major reason for the phenomena. Compared to the results under regular excitations, smaller and larger sloshing amplitudes can be observed in the results of irregular excitations around the resonant and non-resonant frequency ranges, respectively. The normalized sloshing amplitudes calculated from the samplings of the large free surface amplitudes are always smaller than the samplings of the small free surface amplitudes.
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Tianjin Univ, State Key Lab Hydraul Engn Simulat & Safety, Tianjin 300072, Peoples R China
Hohai Univ, Minist Educ Coastal Disaster & Protect, Key Lab, Nanjing 210024, Peoples R China
Sichuan Univ, State Key Lab Hydraul & Mt River Engn, Chengdu 610065, Peoples R ChinaTianjin Univ, State Key Lab Hydraul Engn Simulat & Safety, Tianjin 300072, Peoples R China
Jin, Xin
Luo, Min
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Zhejiang Univ, Ocean Coll, Zhoushan 316021, Peoples R ChinaTianjin Univ, State Key Lab Hydraul Engn Simulat & Safety, Tianjin 300072, Peoples R China
Luo, Min
Xue, Mi-An
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Hohai Univ, Minist Educ Coastal Disaster & Protect, Key Lab, Nanjing 210024, Peoples R China
Hohai Univ, Coll Harbour Coastal & Offshore Engn, Nanjing 210024, Peoples R ChinaTianjin Univ, State Key Lab Hydraul Engn Simulat & Safety, Tianjin 300072, Peoples R China
Xue, Mi-An
Lin, Pengzhi
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Sichuan Univ, State Key Lab Hydraul & Mt River Engn, Chengdu 610065, Peoples R ChinaTianjin Univ, State Key Lab Hydraul Engn Simulat & Safety, Tianjin 300072, Peoples R China
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Indira Gandhi Ctr Atom Res, Dept Atom Energy, Kalpakkam 603102, Tamil Nadu, India
Indian Inst Technol Madras, Dept Appl Mech, Madras 600036, Tamil Nadu, IndiaIndira Gandhi Ctr Atom Res, Dept Atom Energy, Kalpakkam 603102, Tamil Nadu, India
Sanapala, V. S.
Rajkumar, M.
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Indian Inst Technol Madras, Dept Appl Mech, Madras 600036, Tamil Nadu, IndiaIndira Gandhi Ctr Atom Res, Dept Atom Energy, Kalpakkam 603102, Tamil Nadu, India
Rajkumar, M.
Velusamy, K.
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Indira Gandhi Ctr Atom Res, Dept Atom Energy, Kalpakkam 603102, Tamil Nadu, IndiaIndira Gandhi Ctr Atom Res, Dept Atom Energy, Kalpakkam 603102, Tamil Nadu, India
Velusamy, K.
Patnaik, B. S. V.
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Indian Inst Technol Madras, Dept Appl Mech, Madras 600036, Tamil Nadu, India
Indian Inst Technol, Dept Mech Engn, Tirupati 517506, Andhra Pradesh, IndiaIndira Gandhi Ctr Atom Res, Dept Atom Energy, Kalpakkam 603102, Tamil Nadu, India