Experimental and numerical analysis of container multiple stacks dynamics using a scaled model

Abstract 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.

[1]  Katsuyuki Suzuki,et al.  Non-linear Dynamic Simulation of Container Stack Collapse , 2010 .

[2]  Man Liu,et al.  Formulation of Rayleigh damping and its extensions , 1995 .

[3]  W. Goldsmith,et al.  Impact: the theory and physical behaviour of colliding solids. , 1960 .

[4]  Robert Jankowski,et al.  Non‐linear viscoelastic modelling of earthquake‐induced structural pounding , 2005 .

[5]  Levent Kirkayak Numerical and experimental analysis of container stack dynamics , 2009 .

[6]  Katsuyuki Suzuki,et al.  Experimental and numerical analysis of container stack dynamics using a scaled model test , 2012 .

[7]  Katsuyuki Suzuki,et al.  On the vibrational characteristics of a two-tier scaled container stack , 2011 .

[8]  Katsuyuki Suzuki,et al.  1908 Dynamic Nonlinear Finite Element Analysis of Behaviour of Container Stack Failure , 2011 .

[9]  Krzysztof Wilde,et al.  Pounding of superstructure segments in isolated elevated bridge during earthquakes , 1998 .

[10]  van Fpgm Ham,et al.  The feasibility of mega container vessels , 2004 .

[11]  K. Spiliopoulos,et al.  An investigation of earthquake induced pounding between adjacent buildings , 1992 .

[12]  Ivo Senjanović,et al.  Hydroelasticity of large container ships , 2009 .

[13]  H Rathje,et al.  Rule development for container stowage on deck , 2011 .

[14]  David J. Wagg,et al.  Modern Testing Techniques for Structural Systems , 2008 .

[15]  V. Ramamurti,et al.  On the role of Rayleigh damping , 1995 .

[16]  S. Anagnostopoulos Pounding of buildings in series during earthquakes , 1988 .

[17]  David A. Winter,et al.  Biomechanics and Motor Control of Human Movement , 1990 .

[18]  Andrei M. Reinhorn,et al.  Evaluation, Prevention and Mitigation of Pounding Effects in Building Structures , 1997 .

[19]  Rajesh P. Dhakal,et al.  Building pounding state of the art: Identifying structures vulnerable to pounding damage , 2010 .

[20]  Sondipon Adhikari,et al.  Damping modelling using generalized proportional damping , 2006 .

[21]  Aguiar de Souza Vinicius Study on the Dynamic Response of Container Stacks Using Non-Linear Finite Element Analysis , 2011 .

[22]  Thomas W. Treakle,et al.  An Investigation of Head-Sea Parametric Rolling and its Influence on Container Lashing Systems , 2003 .

[23]  Marc Levinson,et al.  The Box: How the Shipping Container Made the World Smaller and the World Economy Bigger , 2006 .

[24]  S. Anagnostopoulos Equivalent viscous damping for modeling inelastic impacts in earthquake pounding problems , 2004 .

[25]  Dracos Vassalos,et al.  Physical modelling and similitude of marine structures , 1998 .