• 제목/요약/키워드: Core Damage

검색결과 448건 처리시간 0.023초

소비자피해구제제도로서 소비자중재에 관한 연구 (Study on the Consumer Arbitration as a Remedy of Consumers' Damage)

  • 김도년;이동하
    • 한국중재학회지:중재연구
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    • 제28권2호
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    • pp.67-89
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    • 2018
  • An arbitration has great strength in the sense that it is a more rapid dispute resolution than a trial, and is means of dispute settlement for an achievement of the purpose which is the improvement of the rights and interests of consumers. Because the remedy of consumers' damage currently has not worked well, discussions about consumer arbitration as a universal Alternative Dispute Resolution (ADR) is needed. The core of the ADR is not only the professionality and neutrality of an arbitrator and a mediator, but also the non-impairment of the arbitration proceeding's fairness. In addition, it also has both economic feasibility and efficiency. Furthermore, providing an institutional strategy is necessary to ensure fairness in an arbitration award.

실리콘 상부 전극의 기계적 가공 연구 (A Study of Mechanical Machining for Silicon Upper Electrode)

  • 이은영;김문기
    • 반도체디스플레이기술학회지
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    • 제20권1호
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    • pp.59-63
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    • 2021
  • Upper electrode is one of core parts using plasma etching process at semiconductor. The purpose of this study is to analyze effects of cutting conditions for mechanical machining of silicon upper electrode. For this research, surface roughness of machined workpiece and depth of damage inside of silicon electrode are experimented and analyzed and different values of feed rate and depth of cut are applied for the experiments. From these experiments, it is verified that the surface roughness and internal damaged layer get worse according to take more fast feed rate. In conclusion, cutting condition is very important factor for machining. Results of this study can use to develop various parts which are made from single crystal silicon and affect various benefits to the semiconductor industry for better productivity.

위성 도킹 지상시험장치의 어드미턴스 제어 (Admittance Control for Satellite Docking Ground Testing System)

  • 우희진;최영진;원대희
    • 로봇학회논문지
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    • 제19권1호
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    • pp.71-78
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    • 2024
  • The paper presents a hardware-in-the-loop (HIL) system designed for satellite movement testing in the microgravity environment on the ground with two industrial robots. Especially, the paper deals with the contact between satellites during rendezvous and docking simulations of satellites using a robotic HILS system. For this purpose, the admittance control method plays a core role in preventing damage to the satellite or robot from contact force between satellites. The coordinate frames are transformed into the mass center of the satellite and the admittance control at the level of exponential coordinates is adopted to actively use the properties of Lie groups related to tracking errors. These methods effectively mitigate the risk of robot damage during inter-satellite contact and ensure efficient tracking performance of satellite movements.

대구경-후판 압력용기용 저 합금강(Mn-Mo)의 용접특성 (A Welding Characteristics of Large Caliber-Thick Plate Pressure Vessel Low Alloy Steel (Mn-Mo))

  • 안종석;박진근;윤재연
    • Journal of Welding and Joining
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    • 제30권6호
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    • pp.10-14
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    • 2012
  • Recently the low alloy steel plate made with manganese-molybdenum is used widely in steam drum and separator of the new coal-fired power plant boiler. This material is suitable for the vapor storage of high pressure and high temperature. The high temperature creep strength of Mn-Mo alloy is higher than the carbon plate(SA516) that used in the subcritical pressure boiler. It reduces the thickness of the pressure vessel and makes the lightweight possible. Recently in the power plant boiler operation and production process, the damage has happened frequently in the heat affected zone and base material according to the hydrogen crack and delayed crack. This paper describes the research result about the damage case experienced in the boiler steam drum production process and present the optimum manufacture method for the similar damage prevention of recurrence.

설계기준초과지진 하의 원전 배관 구조건전성 평가를 위한 변형률 기반 방법 (Strain-Based Structural Integrity Evaluation Methods for Nuclear Power Plant Piping under Beyond Design Basis Earthquake)

  • 이대영;박흥배;김진원;류호완;김윤재
    • 한국압력기기공학회 논문집
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    • 제12권2호
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    • pp.66-70
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    • 2016
  • Following the 2011 Fukushima Nuclear Power Plant accident, the IAEA has issued a revised version of the Nuclear Safety Standard for beyond design basis earthquake to consider the core meltdown accident. In Korea, relevant laws and regulations were also revised to consider beyond design basis earthquake to nuclear components. In this paper, CAV, an seismic damage factor that determines the restart of nuclear power plant after operating breakdown earthquake, is proposed for extension to the beyond design basis earthquake. For pipings not satisfying the beyond design basis earthquake condition, several evaluation methods are suggested, such as strain-based evaluation methods, simple nonlinear analysis method and cumulative damage evaluation method.

중대사고 조건하의 원자로용기 크리프 거동 민감도 분석 연구 (Sensitivity Study on Creep Behaviors of RPV under Severe Accident conditions)

  • 김태현;장윤석;김민철;이봉상
    • 한국압력기기공학회 논문집
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    • 제13권1호
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    • pp.61-68
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    • 2017
  • Reactor pressure vessel (RPV) under severe accident conditions accompanied by core melting is exposed to direct high-temperature thermal loads. Understanding the creep behavior of the material is one of the most important factors for evaluating the structural integrity at these conditions. While damage evaluation studies have been conducted on critical structures of nuclear power plants through finite element (FE) analyses considering creep behavior, for accurate creep damage evaluation, constitutive equations considered in the FE analyses may have different results depending on the time hardening and strain hardening models as well as the tertiary creep consideration. The purpose of this study is to evaluate the creep damage under severe accident conditions by using FE method for a representative domestic RPV material, SA508 Gr.3. The effect of material hardening models and constitutive equations which are the main variables were also investigated.

Coupling of nonlinear models for steel-concrete interaction in structural RC joints

  • Dominguez, Norberto;Perez-Mota, Jesus
    • Coupled systems mechanics
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    • 제3권2호
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    • pp.195-211
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    • 2014
  • When strong seismic forces act on reinforced concrete structures, their beam-column connections are very susceptible to damage during the earthquake event. The aim of this numerical work is to evaluate the influence of the internal steel reinforcement array on the nonlinear response of a RC beam-column connection when it is subjected to strong cyclic loading -as a seismic load. For this, two specimens (extracted from an experimental test of 12 RC beam-column connections reported in literature) were modeled in the Finite Element code FEAP considering different stirrup's arrays. In order to evaluate the nonlinear response of the RC beam-column connection, the 2D model takes into account the nonlinear thermodynamic behavior of each component: for concrete, a damage model is used; for steel reinforcement, it is adopted a classical plasticity model; in the case of the steel-concrete bonding, this one is considered perfect without degradation. At the end, we show a comparison between the experimental test's responses and the numerical results, which includes the distribution of shear stresses and damage inside the concrete core of the beam-column connection; in the other hand, the effects on the connection of a low and high state of confinement are analyzed for all cases.

Experimental and numerical studies on seismic performance of hollow RC bridge columns

  • Han, Qiang;Zhou, Yulong;Du, Xiuli;Huang, Chao;Lee, George C.
    • Earthquakes and Structures
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    • 제7권3호
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    • pp.251-269
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    • 2014
  • To investigate the seismic performance and to obtain quantitative parameters for the requirement of performance-based bridge seismic design approach, 12 reinforced concrete (RC) hollow rectangular bridge column specimens were tested under constant axial load and cyclic bending. Parametric study is carried out on axial load ratio, aspect ratio, longitudinal reinforcement ratio and transverse reinforcement ratio. The damage states of these column specimens were related to engineering limit states to determine the quantitative criteria of performance-based bridge seismic design. The hysteretic behavior of bridge column specimens was simulated based on the fiber model in OpenSees program and the results of the force-displacement hysteretic curves were well agreed with the experimental results. The damage states of residual cracking, cover spalling, and core crushing could be well related to engineering limit states, such as longitudinal tensile strains of reinforcement or compressive strains of concrete, etc. using cumulative probability curves. The ductility coefficient varying from 3.71 to 8.29, and the equivalent viscous damping ratio varying from 0.19 to 0.31 could meet the requirements of seismic design.

Seismic performance evaluation of steel moment resisting frames with mid-span rigid rocking cores

  • Ali Akbari;Ali Massumi;Mark Grigorian
    • Steel and Composite Structures
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    • 제46권5호
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    • pp.621-635
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    • 2023
  • The combination of replaceable and repairable properties in structures has introduced new approach called "Low Damage Design Structures". These structural systems are designed in such a way that through self-centering, primary members and specific connections neither suffer damage nor experience permanent deformations after being exposed to severe earthquakes. The purpose of this study is the seismic assessment of steel moment resisting frames with the aid of rigid rocking cores. To this end, three steel moment resisting frames of 4-, 8-, and 12-story buildings with and without rocking cores were developed. The nonlinear static analysis and incremental dynamic analysis were performed by considering the effects of the vertical and horizontal components of 16 strong ground motions, including far-fault and near-fault arrays. The results reveal that rocking systems benefit from better seismic performance and energy dissipation compared to moment resisting frames and thus structures experience a lower level of damage under higher intensity measures. The analyses show that the interstory drift in structures equipped with stiff rocking cores is more uniform in static and dynamic analyses. A uniform interstory drift distribution leads to a uniform distribution of the bending moment and a reduction in the structure's total weight and future maintenance costs.

노후 코어형 필댐의 잠재 위해성 유형 분류 (Potential Hazard Classification of Aged Cored Fill Dams)

  • 박동순;오제헌
    • 지질공학
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    • 제26권2호
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    • pp.207-221
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    • 2016
  • 최근 국내 필댐 및 저수지의 노후화가 급속도로 진행되고 있으며, 이에 따른 제체의 손상이나 붕괴사고가 잇따르고 있다. 그러나 필댐의 핵심적인 차수기능을 담당하는 코어층에 대한 열화와 잠재 위해성 분류에 대한 연구는 거의 미진한 실정이다. 본 연구에서는 노후화가 진행 중인 13개 기존 코어형 필댐에 대해(준공 후 경과년수 9-52년, 댐 높이 22-67 m), 무수보링에 의한 코어층 시추 지반조사와 표준관입시험, 2D 및 3D 전기비저항탐사, 물성·역학시험을 수행하여 공학적 기반의 잠재적 위해성 유형을 국내 최초로 분류, 제시하였다. 중심코어층에 대한 무수보링 시추 지반조사 결과, 코어재 잠재 위해성 유형을 국부적 포화대, 신속한 공내수 유입, 조립질 혼재 코어재, 상대적 저 강성의 네 종류로 분류하였다. 코어형 필댐의 잠재 위해성 유형 중국부적 포화대 유형은 코어존 내 유로의 성장 및 발달에 의한 내적침식의 가능성이 존재하므로 가장 위험한 위해성으로 분류 되었으며, 코어재의 열화 등급에 따라 적절한 차수능 회복을 위한 보수보강이 필요한 것으로 판단되었다. 그 외 세 가지 위해성 유형은 즉각적인 조치보다는 지속적인 모니터링과 정기 검사의 강화가 필요할 것으로 검토되었다. 본 연구대상 댐의 분석 결과, 준공 후 경과년수와 댐 코어재의 열화 양상과는 상관성이 크게 없는 것으로 나타났다. 본 연구 결과는 코어형 필댐의 노후화에 따른 댐의 안전관리와 성능개선에 있어 유용한 자료로 활용 가능할 것으로 판단된다.