Multiscale modeling of liquid storage laminated composite cylindrical tank under seismic load

2018 ◽  
Vol 146 ◽  
pp. 189-197 ◽  
Author(s):  
E. Kormanikova ◽  
K. Kotrasova
2019 ◽  
Vol 795 ◽  
pp. 172-179
Author(s):  
Yan Qi Hu ◽  
Wieslaw K. Binienda

Braided composites have been widely used in aerospace and automotive structures due to their light weight and high strength. Unlike metal or laminated composite material, the complex braided structure brings a lot of challenges when conducting numerical simulation. In this paper, a finite element analysis based meso-mechanical modeling for the two dimensional triaxially braided composite was developed. This mesoscale modeling method is capable of considering the detailed braiding geometry and architecture as well as the mechanical behavior of fiber tows, matrix and the fiber tow interface. Furthermore, a multiscale model combined both macroscale and mesoscale approaches and it is realized within LS-DYNA environment through Interface_components and Interface_linking. This combined multiscale modeling approach enables the full advantage of both the macroscale and mesoscale approaches, which can describe the details of local deformation and the global overall response features of the entire structure with the minimum computational expense. The evaluation and verification of the mesoscale approach and combined multiscale modeling method is through a notched coupon tensile tests conducted by Kohlman in both axial and transverse direction. The multiscale modeling method captures the response feature accurately so it has the ability to analyze large scale structures.


2016 ◽  
Vol 837 ◽  
pp. 10-15
Author(s):  
Norbert Jendzelovsky ◽  
Lubomir Balaz

This paper deals with a problem of earthquake of the cylindrical tank. During the seismic event, the load acts in one direction only, i.e. in the direction of earthquake. This load imposes a non-symmetrical loading of a structure. At seismic load of structure of cylindrical tank was used accelerogram. In final part of the paper some crucial results are presented both in a graphical and numerical way.


2021 ◽  
Vol 239 ◽  
pp. 109788
Author(s):  
Pratik Tiwari ◽  
Dipak Kumar Maiti ◽  
Damodar Maity

Data in Brief ◽  
2018 ◽  
Vol 18 ◽  
pp. 1777-1783 ◽  
Author(s):  
Eva Kormanikova ◽  
Kamila Kotrasova

2017 ◽  
Vol 125 ◽  
pp. 04009
Author(s):  
Kamila Kotrasová ◽  
Eva Kormaníková

1988 ◽  
Vol 55 (3) ◽  
pp. 648-653 ◽  
Author(s):  
S. Natsiavas

A set of equations is derived describing the dynamic response of cylindrical liquid storage tanks under horizontal ground excitation. The structure consists of a flexible cylindrical tank with a roof and a bottom plate and rests on a flexible ground through a rigid foundation. Portion of the base of the tank may separate from and lift off the foundation during ground motion. The solution of the hydrodynamic problem is first found in closed form. Then, Hamilton’s principle is applied and the equations governing the behavior of the coupled fluid/structure/ground system are derived. During this procedure, the base uplifting is modeled by an appropriate rotational nonlinear spring placed between the base of the tank and the foundation.


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