scholarly journals SHAKING TABLE TESTING OF CYLINDRICAL STEEL LIQUID STORAGE TANKS

2017 ◽  
Author(s):  
Philippe Mongabure ◽  
S. Vasic
Keyword(s):  
Shaking Table ◽  
Storage Tanks ◽  
Liquid Storage ◽  
Shaking Table Testing ◽  
Cylindrical Steel

Nonlinear Finite Element Analysis of Unanchored Steel Liquid Storage Tanks Subjected to Seismic Loadings

2017 ◽  
Author(s):  
Hoang Nam Phan ◽  
Fabrizio Paolacci ◽  
Philippe Mongabure
Keyword(s):  
Finite Element ◽  
Free Surface ◽  
Power Plants ◽  
Nonlinear Dynamic Analysis ◽  
Analysis Procedure ◽  
Nonlinear Finite Element ◽  
Shaking Table ◽  
Storage Tanks ◽  
Liquid Storage ◽  
Seismic Loadings

Steel liquid storage tanks are widely used in industries and nuclear power plants. Damage in tanks may cause a loss of containment, which could result in serious economic and environmental consequences. For the purpose of the earthquake-resistant design of tanks, it is important to use a rational and reliable nonlinear dynamic analysis procedure. The analysis procedure should be capable of evaluating not only the comprehensive seismic responses but also the damage states of tank components under artificial or real earthquakes. The present paper deals with the nonlinear finite element modeling of steel liquid storage tanks subjected to seismic loadings. A reduce-scale unanchored steel liquid storage tank with the broad configuration from a shaking stable test (i.e., the INDUSE-2-safety project) is selected for this study. The fluid-structure interaction problem of the tank-liquid system is analyzed using the Abaqus software with an explicit time integration approach. In particular, the steel tank is modeled based on a Lagrangian formulation, while an Arbitrary Lagrangian-Eulerian adaptive mesh is used in the liquid domain to permit large deformations of the free surface sloshing. The finite element results in terms of the sloshing of the liquid free surface and the uplift response of the base plate are evaluated and compared with the experimental data that is obtained from the shaking table test for the tank under the INDUSE-2-safety project.

Experimental study on dynamic behavior of buried concrete rectangular liquid storage tanks using shaking table

2017 ◽  
Vol 15 (9) ◽  
pp. 3747-3776 ◽  
Author(s):  
Mohammad Khanmohammadi ◽  
Pouya Lotfi Rad ◽  
Abbas Ghalandarzadeh
Keyword(s):  
Experimental Study ◽  
Dynamic Behavior ◽  
Shaking Table ◽  
Storage Tanks ◽  
Liquid Storage ◽  
Buried Concrete

Numerical and Experimental Evaluation of Sloshing Wave Force Caused by Dynamic Loads in Liquid Tanks

2019 ◽  
Vol 141 (11) ◽  
Author(s):  
Mohammad Mahdi Kabiri ◽  
Mohammad Reza Nikoomanesh ◽  
Pouya Nouraei Danesh ◽  
Mohammad Ali Goudarzi
Keyword(s):  
Numerical Simulation ◽  
Numerical Model ◽  
Wave Force ◽  
Full Scale ◽  
Shaking Table ◽  
Small Scale ◽  
Solid Boundary ◽  
Storage Tanks ◽  
Wave Impact ◽  
Liquid Storage

Proper evaluation of forces exerted on a solid boundary by liquid sloshing is difficult. If the free board in a liquid storage tank is insufficient, the sloshing waves caused by seismic excitation will collide with the tank roof and may cause major damage. The current study investigated the sloshing wave impact force (SWIF) in full-scale liquid storage tanks using numerical simulation based on the lattice Boltzmann method (LBM). Several shaking table tests have been conducted on a small-scale rectangular tank to validate the numerical model. The results of a standard dam break test have been used to express the validity of the proposed numerical model. This comparison confirms the validity of the numerical strategy for simulating the effect of sloshing. After validating the numerical model, it has been applied to a practical parametric study of SWIF in full-scale liquid tanks. The results of numerical simulation indicate that the simplified method recommended by related codes and standards for calculating SWIF in liquid tanks significantly underestimates the sloshing force. This confirms that the dynamic nature of sloshing should be considered in the design process of liquid storage tanks.

Damage observations and remedial options for approximately 1500 legged and flat-based liquid storage tanks following the 2016 Kaikōura earthquake

Structures ◽  
2020 ◽  
Vol 24 ◽  
pp. 357-376 ◽  
Author(s):  
Mohsen Yazdanian ◽  
Jason M. Ingham ◽  
Will Lomax ◽  
Regan Wood ◽  
Dmytro Dizhur
Keyword(s):  
Storage Tanks ◽  
Liquid Storage ◽  
Kaikoura Earthquake
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