• 제목/요약/키워드: Built-In-Test

검색결과 1,482건 처리시간 0.026초

Efficient cross-sectional profiling of built up CFS beams for improved flexural performance

  • Dar, M. Adil;Subramanian, N.;Atif, Mir;Dar, A.R.;Anbarasu, M.;Lim, James B.P.
    • Steel and Composite Structures
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    • 제34권3호
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    • pp.333-345
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    • 2020
  • In the past, many efficient profiles have been developed for cold-formed steel (CFS) members by judicious intermediate stiffening of the cross-sections, and they have shown improved structural performance over conventional CFS sections. Most of this research work was based on numerical modelling, thus lacking any experimental evidence of the efficiency of these sections. To fulfill this requirement, experimental studies were conducted in this study, on efficient intermediately stiffened CFS sections in flexure, which will result in easy and simple fabrication. Two series of built-up sections, open sections (OS) and box sections (BS), were fabricated and tested under four-point loading with same cross-sectional area. Test strengths, modes of failure, deformed shapes, load vs. mid-span displacements and geometric imperfections were measured and reported. The design strengths were quantified using North American Standards and Indian Standards for cold-formed steel structures. This study confirmed that efficient profiling of CFS sections can improve both the strength and stiffness performance by up to 90%. Closed sections showed better strength performance whereas open sections showed better stiffness performance.

Stiffening schemes for CFS built-up I-beams with large global imperfections: Capacity and behaviour

  • Dar, M. Adil;Anbarasu M.;Dar, A.R.;Islam, Naqeeb Ul;Ghowsi, Ahmad Fayeq;Carvalho, Hermes
    • Steel and Composite Structures
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    • 제42권4호
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    • pp.447-458
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    • 2022
  • Cold-formed steel (CFS) sections are thin-walled, therefore, more susceptible to different types of geometric imperfections. Global type of geometric imperfections has a significant impact on the load-carrying capacity of flexural members. This paper reports an experimental study that discusses the influence of global imperfections on the flexural response of CFS built-up I-beams composed of two lipped channels, with simply supported ends, under four-point loading. Global imperfections of magnitude over eight times the maximum permissible ones were induced in the specimens, leading to their distress. Using various simple stiffening schemes, the capacity and stiffness of the distressed specimens were improvised. The performance comparisons were made based on the maximum loads resisted, flexural stiffnesses offered, and failure modes experienced by the specimens. As experimental data on such distressed specimens are currently lacking in the literature, the test results of the present study will provide the necessary data needed by future researchers to numerically extend this study further, which will help in the development of necessary design guidelines for the same. The stiffening schemes significantly improved the structural efficiency of distressed specimens in terms of strength and stiffness, by over 60%. As a result, an effective and time-saving solution to such realistic structural engineering problems is given.

BIST를 지원하는 경계 주사 회로 자동 생성기 (Automatic Boundary Scan Circuits Generator for BIST)

  • 양선웅;박재흥;장훈
    • 한국통신학회논문지
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    • 제27권1A호
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    • pp.66-72
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    • 2002
  • 본 논문에서 구현한 GenJTAG은 기판 수준의 테스팅을 위한 정보와 BIST(Built-In Self Test)에 대한 정보를 입력으로 받아 verilog-HDL 코드로 기술된 경계 주사 회로를 자동 생성해 주는 설계 자동화 툴이다. 대부분이 상용 툴들은 생성된 회로를 게이트 수준의 회로로 제공하기 때문에 사용자가 선택적으로 사용할 수 있는 BIST 관련 명령어를 회로에 추가하기가 어려운데 반해, 본 논문에서 구현한 툴은 사용자가 정의한 정보에 의해 BIST 관련 명령어를 지원할 수 있는 behavioral 코드의 경계 주사 회로를 생성하여 준다. 또한 behavioral 코드를 제공함으로써 사용자에 의한 수정을 용이하도록 하였다.

Fracture toughness of high performance concrete subjected to elevated temperatures Part 1 The effects of heating temperatures and testing conditions (hot and cold)

  • Zhang, Binsheng;Cullen, Martin;Kilpatrick, Tony
    • Advances in concrete construction
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    • 제2권2호
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    • pp.145-162
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    • 2014
  • In this study, the fracture toughness $K_{IC}$ of high performance concrete (HPC) was determined by conducting three-point bending tests on eighty notched HPC beams of $500mm{\times}100mm{\times}100mm$ at high temperatures up to $450^{\circ}C$ (hot) and in cooled-down states (cold). When the concrete beams exposed to high temperatures for 16 hours, both thermal and hygric equilibriums were generally achieved. $K_{IC}$ for the hot concrete sustained a monotonic decrease tendency with the increasing temperature, with a sudden drop at $105^{\circ}C$. For the cold concrete, $K_{IC}$ sustained a two-stage decrease trend, dropping slowly with the heating temperature up to $150^{\circ}C$ and rapidly thereafter. The fracture energy-based fracture toughness $K_{IC}$' was found to follow similar decrease trends with the heating temperature. The weight loss, the fracture energy and the modulus of rapture were also evaluated.

Test Scheduling of NoC-Based SoCs Using Multiple Test Clocks

  • Ahn, Jin-Ho;Kang, Sung-Ho
    • ETRI Journal
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    • 제28권4호
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    • pp.475-485
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    • 2006
  • Network-on-chip (NoC) is an emerging design paradigm intended to cope with future systems-on-chips (SoCs) containing numerous built-in cores. Since NoCs have some outstanding features regarding design complexity, timing, scalability, power dissipation and so on, widespread interest in this novel paradigm is likely to grow. The test strategy is a significant factor in the practicality and feasibility of NoC-based SoCs. Among the existing test issues for NoC-based SoCs, test access mechanism architecture and test scheduling particularly dominate the overall test performance. In this paper, we propose an efficient NoC-based SoC test scheduling algorithm based on a rectangle packing approach used for current SoC tests. In order to adopt the rectangle packing solution, we designed specific methods and configurations for testing NoC-based SoCs, such as test packet routing, test pattern generation, and absorption. Furthermore, we extended and improved the proposed algorithm using multiple test clocks. Experimental results using some ITC'02 benchmark circuits show that the proposed algorithm can reduce the overall test time by up to 55%, and 20% on average compared with previous works. In addition, the computation time of the algorithm is less than one second in most cases. Consequently, we expect the proposed scheduling algorithm to be a promising and competitive method for testing NoC-based SoCs.

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양단 고정단인 건축용 내화강재 적용 보부재의 해석적 내화성능 연구 (Analytical Study of the Fire Resistance for Beams Consisting of Fire Resistant Steels with a Both Fixed Boundary Conditions)

  • 권인규
    • 한국화재소방학회논문지
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    • 제30권5호
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    • pp.82-86
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    • 2016
  • 건축용 내화강재가 적용된 양단 고정단 보부재의 고온 시 최대 내력과 처짐을 해석적으로 평가하였으며, 이 결과를 일반강재 적용 정정 보부재와의 비교평가를 통하여 안전성을 평가한 결과, 건축용 내화강재 적용 부정정 보부재의 내화성능을 일반 강재 정정 보부재로 평가되는 것은 안전측이었으며, 부재길이가 길어지면 처짐의 증대와 최대 내력의 감소가 유발되는 등 이에 대한 보완책이 요구되는 것으로 나타났다.

극저온 펌프 성능시험설비의 개발 (Development of Cryogenic Pump Test Facility)

  • 강정식;김진선;김진한
    • 한국유체기계학회 논문집
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    • 제7권4호
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    • pp.47-52
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    • 2004
  • Cryogenic pump test facility (CPTF) is designed and developed in KARI. Hydraulic and cavitation performance of pump and inducer in cryogenic environment can be measured. Working fluid is liquid nitrogen and operating temperature is $-197^{\circ}C$. Run tank, catch tank of liquid nitrogen and their pressurizing tank has been built and remote tank pressure control system are installed. Maximum power of driving motor is 320 kW and its maximum speed is 32000rpm. Cryogenic fluids and lubricating systems are effectively separated that long test times are acquired. Therefore hydraulic and cavitation performance can be measured accurately and effectively. Pre-cooling test of the facility was successfully accomplished. This facility will contribute greatly to the development of turbopump for KSLV.

Test Point Insertion with Control Point by Greater Use of Existing Functional Flip-Flops

  • Yang, Joon-Sung;Touba, Nur A.
    • ETRI Journal
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    • 제36권6호
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    • pp.942-952
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    • 2014
  • This paper presents a novel test point insertion (TPI) method for a pseudo-random built-in self-test (BIST) to reduce the area overhead. Recently, a new TPI method for BISTs was proposed that tries to use functional flip-flops to drive control test points instead of adding extra dedicated flip-flops for driving control points. The replacement rule used in a previous work has limitations preventing some dedicated flip-flops from being replaced by functional flip-flops. This paper proposes a logic cone analysis-based TPI approach to overcome the limitations. Logic cone analysis is performed to find candidate functional flop-flops for replacing dedicated flip-flops. Experimental results indicate that the proposed method reduces the test point area overhead significantly with minimal loss of testability by replacing the dedicated flip-flops.

저잡음 증폭기를 위한 새로운 자동 보상 회로 (A New Automatic Compensation Circuit for Low Noise Amplifiers)

  • 류지열;길버트;노석호
    • 한국정보통신학회:학술대회논문집
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    • 한국해양정보통신학회 2005년도 춘계종합학술대회
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    • pp.995-998
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    • 2005
  • 본 논문에서는 시스템 온 칩 (SoC, System-on-Chip) 트랜시버에 적용이 가능하며. 저잡음 증폭기(LNA, Low Noise Amplifier)를 위한 자동 보상 회로 (ACC, automatic compensation circuit)를 제안한다. 개발된 회로는 고주파 내부 자체 검사 (BIST, Built-In Self-Test) 회로, 커패시터 미러 뱅크 (CMB, Capacitor Mirror Banks)와 디지털 처리장치로 구성되어 있다. 자동 보상 회로는 LNA가 정상 동작을 하지 않을 때 SoC 트랜시버의 구성요소인 디지털 프로세서를 이용하여 LNA가 정상 동작을 하도록 자동적으로 조정하는 역할을 한다.

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이웃 정보에 기초한 반모델을 이용한 발화 검증 (Utterance Verification Using Anti-models Based on Neighborhood Information)

  • 윤영선
    • 대한음성학회지:말소리
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    • 제67호
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    • pp.79-102
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    • 2008
  • In this paper, we investigate the relation between Bayes factor and likelihood ratio test (LRT) approaches and apply the neighborhood information of Bayes factor to building an alternate hypothesis model of the LRT system. To consider the neighborhood approaches, we contemplate a distance measure between models and algorithms to be applied. We also evaluate several methods to improve performance of utterance verification using neighborhood information. Among these methods, the system which adopts anti-models built by collecting mixtures of neighborhood models obtains maximum error rate reduction of 17% compared to the baseline, linear and weighted combination of neighborhood models.

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