Optimal Design of NPP Containment Protection Against Fuel Container Drop

2013 ◽  
Vol 688 ◽  
pp. 213-221 ◽  
Author(s):  
Juraj Králik

This paper presents a optimal design of a damping devices for the protection of the reinforced concrete structure of a nuclear power plant (NPP) against the impact loads from a container of nuclear fuel of the type TK C30 drop. The finite element idealization of the building structure is used in space. The interaction of the soil-structure, as well as the fluid-structure of the deactivated basin is considered in space. A steel pipe damper system is proposed for the dissipation of the kinetic energy of the container is free fall. The Newmark’s integration method is used for the solution of the dynamic equations.

2010 ◽  
Vol 18 (1) ◽  
pp. 1-16 ◽  
Author(s):  
J. Králik

Deterministic and probabilistic analysis of damping device resistance under impact loads from nuclear fuel container dropThis paper presents a deterministic and probabilistic solution of damping devices for the protection of the reinforced concrete structure of a nuclear power plant (NPP) from impact loads from a container of nuclear fuel of the type TK C30 drop. The finite element idealization of the building structure is used in space. The interaction soil-structure, as well as the fluid-structure of the deactivated basin is considered in space. A steel pipe damper system is proposed for the dissipation of the kinetic energy of the container in free fall. The Newmark integration method is used for the solution of the dynamic equations. The sensitivity and probabilistic analysis of the damping devices was realized using the AntHILL and ANSYS software.


Author(s):  
Gustavo Garcia Momm ◽  
Ivan Fábio Mota de Menezes

Abstract Subsea structures employed on offshore oil and gas production systems are likely to be subject to severe loads during deployment. Lowering these structures through the wave zone is a critical operation and the prediction of the loads associated is complex as it involves accelerations of these bodies induced by the vessel motion and the sea surface displacements. This work presents a numerical approach to assessment of the effect of waves on the impact loads that subsea structures are subject to during water entry. A 2D one degree of freedom model using the SPH method was developed to estimate slamming loads on rigid bodies during water entry considering both calm and wavy surfaces. Initially the model was employed to simulate the water entry of wedge considering both free fall and constant velocity cases, obtaining loads profile similar to experiments and numerical simulations from the literature. Later, the constant velocity model was configured to a flat bottom surface rigid body in order to represent a subsea manifold. A regular waves generator provided different wavelength, height and phase enabling slamming load assessment in various situations.


Author(s):  
Nicholas Simos ◽  
Paruyr Zadoyan ◽  
Pierre Labbe ◽  
Pierre Sollogoub ◽  
J.-Pierre Touret

This paper addresses issues surrounding soil property variability including uncertainties associated with “best estimate” values and searches for practical ways to assess the impact on the seismic response of a facility, such as a nuclear power plant, resting on it. Specifically, it attempts, using a parametric study, to formulate a probabilistic model that enables the enveloping of uncertainties associated with the soil-structure-interaction component of the seismic problem. The effects of most-likely sources of uncertainty, such as variability of “distinct” soil layer profile and variability of controlling soil properties, are to be addressed by generating a probabilistic profile in which randomization of key parameters that appear to have the most impact on the results of deterministic analyses is implemented. The use of stochastic finite elements and the introduction of correlation functions, in conjunction with finite element discretization of the foundation soil, are explored as means of achieving an enveloped structural response. The on-going evaluation of the Armenian nuclear plant site prompted this study. In order to stress the importance and relevance of the stated goal, the soil-structure-interaction of the nuclear power plant, subject to significant variation of the foundation soil, is examined. The conflicting results of two independent studies of the subsurface provide the basis for the variation range used in this study.


Author(s):  
Koji Shirai ◽  
Masuhiro Beppu ◽  
Hideo Hirai ◽  
Kazuhiko Yamada ◽  
Shinichi Yoshida ◽  
...  

In Japan, after the Great East Japan Earthquake, existing nuclear power plants (NPPs) are being re-examined to ensure they can withstand more intense natural phenomena such as earthquakes, tsunamis, volcanic eruptions, forest fires and tornadoes, without any loss of capability to safely maintain their function. One of the representative tornado-generated missiles (tornado missiles) prescribed by the NRA (Nuclear Regular Authority) is 0.2m wide × 0.3m deep × 4.2m long, 135kg in weight with a maximum velocity of 51m/s; a rectangular steel pipe. Several impact design methodologies have been implemented to the safety evaluation during business licensing activities to restart NPPs. However, there is considerable variation among licensees when implementing these impact design methodologies and no clear guidance explaining the requirements necessary to achieve accurate results for the impact design of tornado missiles. In response, in 2014, the Japan Society of Mechanical Engineers (JSME) formed a Special Task Group (STG) on codification activities for the purpose of developing a guidance document on the impact design of the system, structure and components (SSCs) of the NPPs against tornado missiles. The current guidance undertaken comprises the following five chapters and appendices. - Section A: This chapter defines the objectives and scope. - Section B: This chapter outlines the methodology of how to determine the design tornado intensities and design loads against tornado missiles for SSCs. - Section C: This chapter provides the methodology on how to select representative tornado missile designs from the plant walk-down investigative results and set the design impact velocity based on several vortex models. - Section D: This chapter notes empirical formulas for the local damage of steel/concrete panels to prevent penetration or scabbing to which tornado missiles are prone. Methods to set design impact loads for hard and soft missiles are also presented, as well as those used to evaluate structural response using an elastic or elastic-plastic single degree of freedom (SDOF) model subjected to impact loads. - Section E: Modern explicit dynamics finite element computer codes used to design and evaluate SSCs, such as LS-DYNA, AUTODYN, Abaqus/Explicit are sophisticated and robust enough to produce accurate results for tornado missile impact events. This chapter provides guidance on a computational modelling method for explicit dynamics, including the construction of quality finite element models following strain-based acceptance criteria. - Appendices: as an example of setting tornado missiles and impact velocity, benchmarking of explicit dynamic codes is introduced. An overview of the contents of this guidance document will be focused on in this paper.


2021 ◽  
Vol 11 (4) ◽  
pp. 158
Author(s):  
Abdul Halim ◽  
Elmi Mahzum ◽  
Muhammad Yacob ◽  
Irwandi Irwandi ◽  
Lilia Halim

Physics learning in universities utilized the Moodle-based e-learning media as an online learning platform. However, the effectiveness of remediating misconception using online media has not been widely researched. Therefore, this study was set to determine the level of misconception percentage reduction through the use of narrative feedback, the e-learning modules, and realistic video. The study was a quantitative approach with a quasi-experimental method involving 281 students who were taking basic physics courses in the Department of Physics, Chemistry, and Biology Education. The data collection used a three-tier diagnostic test based on e-learning at the beginning of the activity and after the treatment (posttest). The results of the data analysis with descriptive statistics show that the most significant treatment in reducing misconception percentage on the topic of free-fall motion was in the following order: narrative feedback, e-learning modules and realistic video. The misconception percentage reduction in the sub-concept of accelerated free- fall was effective for all types of the treatments.


Atmosphere ◽  
2021 ◽  
Vol 12 (4) ◽  
pp. 467
Author(s):  
Rocío Baró ◽  
Christian Maurer ◽  
Jerome Brioude ◽  
Delia Arnold ◽  
Marcus Hirtl

This paper demonstrates the environmental impacts of the wildfires occurring at the beginning of April 2020 in and around the highly contaminated Chernobyl Exclusion Zone (CEZ). Due to the critical fire location, concerns arose about secondary radioactive contamination potentially spreading over Europe. The impact of the fire was assessed through the evaluation of fire plume dispersion and re-suspension of the radionuclide Cs-137, whereas, to assess the smoke plume effect, a WRF-Chem simulation was performed and compared to Tropospheric Monitoring Instrument (TROPOMI) satellite columns. The results show agreement of the simulated black carbon and carbon monoxide plumes with the plumes as observed by TROPOMI, where pollutants were also transported to Belarus. From an air quality and health perspective, the wildfires caused extremely bad air quality over Kiev, where the WRF-Chem model simulated mean values of PM2.5 up to 300 µg/m3 (during the first fire outbreak) over CEZ. The re-suspension of Cs-137 was assessed by a Bayesian inverse modelling approach using FLEXPART as the atmospheric transport model and Ukraine observations, yielding a total release of 600 ± 200 GBq. The increase in both smoke and Cs-137 emissions was only well correlated on the 9 April, likely related to a shift of the focus area of the fires. From a radiological point of view even the highest Cs-137 values (average measured or modelled air concentrations and modelled deposition) at the measurement site closest to the Chernobyl Nuclear Power Plant, i.e., Kiev, posed no health risk.


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