TY - JOUR
T1 - Experimental and numerical analysis of container multiple stacks dynamics using a scaled model
AU - Aguiar De Souza, Vinicius
AU - Kirkayak, Levent
AU - Watanabe, Ikumu
AU - Suzuki, Katsuyuki
AU - Ando, Hideyuki
AU - Sueoka, Hidetoshi
AU - Darama, Huseyin
PY - 2013
Y1 - 2013
N2 - This research aim to understand the mechanical behavior of container stacks under predefined driving excitation emulating real maritime conditions. The objects of study are scaled models (Froude scaling) of a 20 ft ISO freight container and its linking connectors, i.e., twist locks arranged in three adjacent seven-tier stacks. In the first stage of the study: a series of experiments were performed, using a shaking table, to build a database to calibrate a numerical model. The second stage of the study used a numerical model (F.E.A.) to understand the effect of structural changes and basic vibrational variables on the structural response of the stacks. The numerical analysis incorporates contact using the Kelvin-Voigt model. From the results it is possible to identify how each variable affects the structural response. Additionally, it is possible to calculate explicitly the loads on critical points of the structure. The evidence from this study suggests that the use of discrete damping elements, decreasing gap size and joining stacks, may help to minimize the structural response of the container stacks. The modeling of such a problem may provoke profound modifications on the current methods used to calculate loads on the stacks and securing (lashing) systems.
AB - This research aim to understand the mechanical behavior of container stacks under predefined driving excitation emulating real maritime conditions. The objects of study are scaled models (Froude scaling) of a 20 ft ISO freight container and its linking connectors, i.e., twist locks arranged in three adjacent seven-tier stacks. In the first stage of the study: a series of experiments were performed, using a shaking table, to build a database to calibrate a numerical model. The second stage of the study used a numerical model (F.E.A.) to understand the effect of structural changes and basic vibrational variables on the structural response of the stacks. The numerical analysis incorporates contact using the Kelvin-Voigt model. From the results it is possible to identify how each variable affects the structural response. Additionally, it is possible to calculate explicitly the loads on critical points of the structure. The evidence from this study suggests that the use of discrete damping elements, decreasing gap size and joining stacks, may help to minimize the structural response of the container stacks. The modeling of such a problem may provoke profound modifications on the current methods used to calculate loads on the stacks and securing (lashing) systems.
KW - Container stack dynamics
KW - Finite element analysis
KW - Froude scaling
KW - Pitching
KW - Rolling
KW - Shaking table testing
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U2 - 10.1016/j.oceaneng.2013.05.013
DO - 10.1016/j.oceaneng.2013.05.013
M3 - Article
AN - SCOPUS:84888377507
SN - 0029-8018
VL - 74
SP - 218
EP - 232
JO - Ocean Engineering
JF - Ocean Engineering
ER -