• Title/Summary/Keyword: Designed-to-fail

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MODELING FAILURE MECHANISM OF DESIGNED-TO-FAIL PARTICLE FUEL

  • Wongsawaeng, Doonyapong
    • Nuclear Engineering and Technology
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    • v.41 no.5
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    • pp.715-722
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    • 2009
  • A model to predict failure of designed-to-fail (dtf) fuel particles is discussed. The dtf fuel under study consisted of a uranium oxycarbide kernel coated with a single pyrocarbon seal coat. Coating failure was assumed to be due to fission gas recoil and knockout mechanisms and direct diffusive release of fission gas from the kernel, which acted to increase pressure and stress in the pyrocarbon layer until it ruptured. Predictions of dtf fuel failure using General Atomics' particle fuel performance code for HRB-17/18 and HFR-B1 irradiation tests were reasonably accurate; however, the model could not predict the failure for COMEDIE BD-1. This was most likely due to insufficient information on reported particle fuel failure at the beginning.

A FPGA Development for the Fail Safe Control of TMR System (TMR시스템의 고장안전제어를 위한 FPGA 개발)

  • 강민수;이정석;김현기;유광균;이기서
    • Proceedings of the KSR Conference
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    • 2000.05a
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    • pp.336-343
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    • 2000
  • This paper proposes the failsafe control logic. which has applied to the voting on the TMR system by using FPGA The self-detection circuit is also designed for detecting a characteristic of fault at TMR system. The fault producing in the self-detection system is largely classified among an intermittent fault, a transient fault and a permanent fault. If it is happened to the permanent fault, the system can be failed. Therefore, it is designed the logic circuit which is not transferred the permanent fault to the system after shut off output. The control logic of the Fail Safe proposed in the paper is required for a circuit integrate of device to minimize the failure happened. Therefore, it makes to design FPGA with modeling of VHDL. The circuit of the Fail Safe of TMR system is able to apply to nuclear system, rail-way system, aerospace and aircraft system which is required for high reliability.

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Design of Electronic Parking Brake Control Simulator for Emergency Vehicle Braking (차량 비상제동을 위한 전자식 주차 브레이크 제어 시뮬레이터 설계)

  • Park, Jaeeun;Im, Changhyon;Kim, Taesung;Kim, Youngkeun
    • Transactions of the Korean Society of Automotive Engineers
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    • v.25 no.1
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    • pp.19-27
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    • 2017
  • In this paper, a simulator hardware and control design for an electronic parking brake (EPB) are proposed for emergency vehicle braking when the hydraulic break and anti-lock brake systems (ABS) fail to function. EPB systems are designed specifically for park braking and are usually installed on the rear wheels. However, in an emergency situation when all vehicle brake systems fail, the EPB can be utilized to stop the vehicle and track the target slip ratio as the ABS. This paper analyzed the non-linear EBP of the type of motor on caliper (MoC) based on experiments. A simulator hardware is also designed to validate the performance of the designed EPB controller in terms of braking distance and performance in tracking the target slip ratio. Through the experimental analysis, it is confirmed that a sliding mode controller can be applied on a non-linear EPB to track the target slip ratio.

Axial compressive strength of short steel and composite columns fabricated with high stength steel plate

  • Uy, B.
    • Steel and Composite Structures
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    • v.1 no.2
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    • pp.171-185
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    • 2001
  • The design of tall buildings has recently provided many challenges to structural engineers. One such challenge is to minimise the cross-sectional dimensions of columns to ensure greater floor space in a building is attainable. This has both an economic and aesthetics benefit in buildings, which require structural engineering solutions. The use of high strength steel in tall buildings has the ability to achieve these benefits as the material provides a higher strength to cross-section ratio. However as the strength of the steel is increased the buckling characteristics become more dominant with slenderness limits for both local and global buckling becoming more significant. To arrest the problems associated with buckling of high strength steel, concrete filling and encasement can be utilised as it has the affect of changing the buckling mode, which increases the strength and stiffness of the member. This paper describes an experimental program undertaken for both encased and concrete filled composite columns, which were designed to be stocky in nature and thus fail by strength alone. The columns were designed to consider the strength in axial compression and were fabricated from high strength steel plate. In addition to the encased and concrete filled columns, unencased columns and hollow columns were also fabricated and tested to act as calibration specimens. A model for the axial strength was suggested and this is shown to compare well with the test results. Finally aspects of further research are addressed in this paper which include considering the effects of slender columns which may fail by global instabilities.

Design of Intelligent Servocontroller for Proportional Flow Control Solenoid Valve with Large Capacity (지능형 대용량 비례유량제어밸브 서보컨트롤러 설계)

  • Jung, G.H.
    • Transactions of The Korea Fluid Power Systems Society
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    • v.8 no.3
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    • pp.1-7
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    • 2011
  • As the technologies of electronic device have advanced these days, most of mechanical systems are designed with electronic control unit to take advantage of control parameter adaption to operating conditions and firmware flexibilities as well. On-board diagnosis, which detects the system malfunction and identifies potential source of error with its own diagnostic criteria, and fail-safe that can switch the mode of operation in view of recognized error characteristics enables easy maintenance and troubleshooting as well as system protection. This paper dealt with the development of diagnosis and fail-safe function for proportional flow control valve. All type of errors related to valve control system components are investigated and assigned to a specific hexadecimal codes. Cumulative error detection algorithm is applied in order for the sensitivity and reliability to be appropriate. Embedded simulator which runs simultaneously with system program provides the virtual error simulation environment for expeditious development of error detection algorithm. The diagnosis function was verified both with solenoid valve and embedded simulator test and it will enhance the valve control system monitoring function.

Design of New Built-ln Current Sensor for On-Line Testing (On-line 테스팅을 위한 새로운 내장형 전류 감지 회로의 설계)

  • Gwak, Cheol-Ho;Kim, Jeong-Beom
    • Journal of the Institute of Electronics Engineers of Korea SD
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    • v.38 no.7
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    • pp.493-502
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    • 2001
  • This paper propose a new built-in current sensor(BICS) for current testing that has some advantages compared with conventional logic testing. The designed BICS detects the fault in circuit under test (CUT) and makes a Pass/Fail signal by comparison between CUT current and duplicated inverter current. The proposed circuit consists of a differential amplifier, a comparator and a inverter. It requires 10 MOSFETs and 3 inverters. Since the designed BICS do not require the extra clock, the added extra pin is only one output pin. The mode selection is not used in this circuit. Therefore we can apply the circuit to on-line testing. The validity and effectiveness are verified through the HSPICE simulation of circuits with defects. When CUT is a 8$\times$8 parallel multiplier, area overhead of the BICS is about 4.34%.

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광섬유 센서를 이용한 원자력 발전소 격납구조물의 가동전 가압 팽창을 통한 구조건전성 시험

  • 김기수
    • Composites Research
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    • v.16 no.6
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    • pp.56-61
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    • 2003
  • In this Paper, a fiber Bragg grating(FBG) sensor system is described and FBGs are well-suited for long term and extremely severe experiments, where traditional strain gauges fail. In the system. a reflect wave-length measurement method which employs a tunable light source to find out the center wave-length of FBG sensor is used. We apply the FBG system to nuclear energy Power Plant for structural integrity test to measure the displacement of the structure under designed pressure and to check the elasticity of the structure by measuring the residual strain. The system works very well and it is expected that it can be used for a real-time strain, temperature and vibration detector of smart structure.

Shear Strength of RC Beams with Exposed Reinforcement (부착 손실이 철근콘크리트 보의 전단강도에 미치는 영향)

  • Myung, Gun-Hak;Rhee, Chang-Shin;Kim, Dae-Joong;Mo, Gui-Suk;Kim, Woo
    • Proceedings of the Korea Concrete Institute Conference
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    • 2005.05a
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    • pp.387-390
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    • 2005
  • Reinforcement corrosion is the principal cause of deterioration of reinforced concrete. It is to be expected that loss of bond between concrete and tension reinforcement would lead to a reduction in shear strength of RC beams designed to fail in shear. This paper presents results of a FE analysis study to evaluate the shear strength of RC beams with exposed reinforcement represented the limiting condition of bond loss.

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Protection Switching Methods for Point-to-Multipoint Connections in Packet Transport Networks

  • Kim, Dae-Ub;Ryoo, Jeong-dong;Lee, Jong Hyun;Kim, Byung Chul;Lee, Jae Yong
    • ETRI Journal
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    • v.38 no.1
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    • pp.18-29
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    • 2016
  • In this paper, we discuss the issues of providing protection for point-to-multipoint connections in both Ethernet and MPLS-TP-based packet transport networks. We introduce two types of per-leaf protection-linear and ring. Neither of the two types requires that modifications to existing standards be made. Their performances can be improved by a collective signal fail mechanism proposed in this paper. In addition, two schemes - tree protection and hybrid protection - are newly proposed to reduce the service recovery time when a single failure leads to multiple signal fail events, which in turn places a significant amount of processing burden upon a root node. The behavior of the tree protection protocol is designed with minimal modifications to existing standards. The hybrid protection scheme is devised to maximize the benefits of per-leaf protection and tree protection. To observe how well each scheme achieves an efficient traffic recovery, we evaluate their performances using a test bed as well as computer simulation based on the formulae found in this paper.

An Experimental Examination of Customer Preferences on Mobile Interfaces (모바일 서비스 고객선호도에 관한 실증연구)

  • Baek, Seung-Ik;Cho, Min;Kim, Bong-Jun
    • Korean Management Science Review
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    • v.23 no.3
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    • pp.27-39
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    • 2006
  • Designing mobile Interfaces is fundamentally different from designing online interfaces. Not only are there differences in underlying technologies, but also in the way people use mobile Interfaces. If these differences are not taken into account in designing mobile interfaces, mobile services are likely to fail. If mobile services do not deliver what people want, these services will fail no matter how excellent the underlying technology is. The user interface design commonly used in mobile services is based on multi-layered approach, which is not very user-friendly. A well designed single layered user Interface will be more user friendly than the conventional one and it will be having edge over others. However, it is quite difficult to Provide a single layered user Interface in a small screen. This study aims at examining how design attributes of mobile interfaces affect customer preferences. In order to explore customer preferences to each design attribute of mobile interfaces, we measure and analyze customer's WTP (Willingness To Pay) toward their different interface designs. Ultimately, throughout the study, we try to answer how to design mobile interfaces in small screen of mobile devices. In addition, we propose an optimal design solution that customers likely prefer.