Simulation of a shock absorber with vertical buckling tubes welded in the longitudinal direction

Abstract The Ignalina Nuclear Power Plant (NPP) has two RBMK-1500 graphite moderate boiling water multi-channel reactors. The Ignalina NPP Unit 1 was shut down at the end of 2004 while the Unit 2 was shut down at the end of 2009. Spent fuel assemblies are located in the pools of Ignalina NPP Units. These spent fuel assemblies will be loaded to the special casks for storage of the spent fuel assemblies. The drop of the cask during the lifting and lowering operation has to be taken into account as an unlikely event. Shock absorbers are mounted on the bottom of the stepped pool. A special shock absorber design using vertical buckling tubes has been developed. In case of a drop of the cask, the buckling tubes dissipate the kinetic and potential energy and reduce the impact force to the floor. These tubes are made of a stainless steel sheet and welded in the longitudinal direction. Therefore, the influence of the weld on vertical buckling of the tubes should be evaluated. Finite element analysis software ABAQUS was used to estimate the influence of the weld on the plastic deformation behaviour of the tubes.

[1]  Gerald Nurick,et al.  Experimental and numerical analysis of tube-core claddings under blast loads , 2010 .

[2]  Young Shin Lee,et al.  Effect of irradiation on the impact and seismic response of a spent fuel storage and transport cask , 2004 .

[3]  S. Reid PLASTIC DEFORMATION MECHANISMS IN AXIALLY COMPRESSED METAL TUBES USED AS IMPACT ENERGY ABSORBERS , 1993 .

[4]  Mykolas Daunys,et al.  Fracture toughness of welded joints materials for main pipelines at Ignalina NPP , 2005 .

[5]  Mahmoud Shariati,et al.  An experimental and numerical crashworthiness investigation of crash columns assembled by spot-weld , 2010 .

[6]  Norman M. Wereley,et al.  Adaptive Energy Absorbers for Drop-induced Shock Mitigation , 2011 .

[7]  A. Aljawi,et al.  Numerical Simulation of Axial Crushing of Circular Tubes@@@محاكاة رقمية للانهيار المحوري لأنابيب اسطوانية , 2002 .

[8]  Mykolas Daunys,et al.  Fracture toughness of 19Mn5 steel pipe welded joints materials , 2009 .

[9]  Hoon Huh,et al.  Crushing analysis of polygonal columns and angle elements , 2010 .

[10]  G. Solomos,et al.  Empty and foam-filled circular aluminium tubes subjected to axial and oblique quasistatic loading , 2003 .

[11]  Norman Jones,et al.  Dynamic elastic–plastic buckling of circular cylindrical shells under axial impact , 2000 .

[12]  Gintautas Dundulis,et al.  Static analytical and experimental research of shock absorber to safeguard the nuclear fuel assemblies , 2009 .

[13]  Youran Zhi,et al.  Ductile failure analysis and crack behavior of X65 buried pipes using extended finite element method , 2014 .

[14]  David P. Thambiratnam,et al.  Computer simulation and energy absorption of tapered thin-walled rectangular tubes , 2005 .

[15]  G. Nurick,et al.  Numerical investigation of the response of sandwich-type panels using thin-walled tubes subject to blast loads , 2007 .