• Nuclear Engineering and Technology
• /
• 제55권9호
• /
• pp.3252-3259
• /
• 2023

The influence of hold-down spring (HDS) on the vibration characteristics of core barrel is studied in this paper. First, the vibration characteristics experiment of core barrel was carried out with four type of different hold-down spring. These hold-down springs represent the same hold-down force under different spring stiffness and different hold-down force under the same spring stiffness. And then a new finite element method for researching the influence of hold-down spring on the vibration characteristics of core barrel was presented. This new method could consider the influence of the hold-down force and the spring stiffness at the same time. The results suggest that, the hold-down force and friction have greater influence on the vibration characteristics of core barrel than the spring stiffness, and the influence is nonlinear. The influence of the boundary condition on beam mode is greater than that on shell mode for core barrel.

• 한국원자력학회:학술대회논문집
• /
• 한국원자력학회 1995년도 추계학술발표회논문집(2)
• /
• pp.674-679
• /
• 1995

The hold-down spring forces of Kori nuclear fuels were measured for seven fuel assemblies having 1 to 4 cycles of irradiation histories in the Kori Unit-1 and -2 reactor. The fuel assemblies examined had burnup from 17 to 38 GWD/MTU and the examination was conducted in KAERI PIEF spent fuel storage pool with the newly developed underwater hold-down suing force measuring device. The measurement was made within the elastic deformation ranges and the trends of hold-down spring force relaxation behavour were examined.

• Journal of the Korean Wood Science and Technology
• /
• 제36권4호
• /
• pp.26-36
• /
• 2008

건축구조 설계기준이 개정됨에 따라서 목조건축물의 제한 기준이 완화되어 경골 목조건축의 다층 시공이 가능하게 되었다. 건축물의 규모 증가는 건물에 작용하는 하중을 증가시키므로 증가된 작용하중에 맞추어 하중저항성능을 향상시켜 설계하고 시공해야 한다. 기존에는 경골 목조건축의 전단성능을 향상시키기 위하여 벽량을 보강하는 방법을 적용하였으나 본 연구에서는 홀드다운 접합철물을 사용하는 방법을 적용하였다. 홀드다운은 아직까지 국내에서 보편적이지 않은 접합철물이므로 홀드다운의 국내 적용 적합성을 평가하기 위하여 본 연구를 수행하였다. 홀드다운을 적용한 경골 목조 전단벽에 대하여 정적하중 시험을 통한 전단성능 평가 결과 홀드다운 적용 후에 전단벽의 초기강성, 항복하중 및 기준하중이 향상됨을 확인하였으며, 전단성능 향상에 따라 수평 변위와 전단변형의 증가율이 감소하는 것이 확인되었다. 홀드다운과 스터드의 접합방법에 따른 전단성능의 차이는 크지 않은 것으로 확인하였고, 홀드다운 제품 설계강도가 증가할수록 전단벽의 전단성능도 증가하는 경향이 나타났으나 그 차이가 제품 설계강도 차이에 비하여 크지 않은 것으로 판단되었다. 홀드다운을 설치하는 스터드의 규격에 따라서 89 mm 스터드를 사용한 경우와 38 mm 스터드를 두 겹으로 사용한 경우에 비슷한 성능을 나타내므로 38 mm 부재에 홀드다운을 설치할 경우는 스터드의 두께 보강을 통한 성능 향상이 필요하다고 판단하였다.

• 대한전기학회:학술대회논문집
• /
• 대한전기학회 2008년도 제39회 하계학술대회
• /
• pp.1997-1998
• /
• 2008

Pulse diagnosis is the one of the most important diagnostic process to traditional medical doctors. Although the pulse diagnosis position, Gwan is apart from Chon or Cheok by 10$\sim$20mm at most, traditional medical doctors applies different indent pressures and even they states different pulse images are felt at Chon, Gwan and Cheok. One the other hand, the education on pulse diagnosis behavior includes tantalizing problem caused by no tool for communication between trainer and trainee. On account of this situation, we tried to develop a system which can measure the hold-down pressure during a pulse diagnosis and compare the hold-down pressure profile of trainer and that of trainee. This system can be divided into three parts - pulse pressure sensing part, signal acquisition part and data storing part. A correction curve was generated by the relation between output voltages and standard weights. Using this system, 3 channel hold-down pressure profile of a oriental medical doctor were recorded three times. In the profile, three period were observed and all period included two process for searching the depth of pulsation and for classifying the pulse feeling into one or more of 28 pulse types. The maximum value of pulse profile was 1.3$kg{\cdot}f$ which was more than reported by previous chinese groups and the mean values of three channel ranged from 240$g{\cdot}f$ to 430$g{\cdot}f$. In frequency domain, each channel has some dominant frequency components - about 10Hz, 35Hz and 75Hz. In further study, we want to collect more profiles from lage number of oriental medicine doctors and hope to develop a measuring system which can measure the hold-down pressure on subject's skin directly.

• 대한기계학회논문집A
• /
• 제21권8호
• /
• pp.1270-1275
• /
• 1997

This paper concerns with the finite element analysis of reactor internals with structural faults. For investigating the influence of hold-down spring faults on dynamic characteristics of CSB (core support barrel), reactor internals of Ulchin-1 nuclear power plant are modeled using finite element method and simulated with artificial defects on the hold-down springs. To prove the validity of the finite element models, the calculated natural frequencies of CSB in normal state are compared with those from the measurement results, which shows good agreement. According to results of finite element analysis, CSB beam mode natural frequency decreases by 4.5% in the case of 10% partial relaxation of hold-down springs, and decreases by 18.4% in the case of 20%. The range of shell mode natural frequency change is within 5.3%.

• 한국안전학회지
• /
• 제18권1호
• /
• pp.38-43
• /
• 2003

In this paper, the low cycle fatigue(LCF) life tests were carried out under waveforms of asymmetric triangle($4{\times}10^{-3}$ and $4{\times}10^{-10}$ strain rate) and hold-time(1min and 10min) in strain control. In triangular waveform, the fatigue lives of fast-slow waveforms were decreased to about 63-73% and them of slow-fast waveforms were down to about 23-24% compared to them of fast-fast waveforms. The shapes of fracture surfaces were transgranular in fast-fast and fast-slow waveforms and intergranular in slow-fast ones. The fatigue lives of slow-fast waveforms were remarkedly shorter than them of hold-time waveforms even though cycle times of hold time waveforms were longer than them of slow-fast ones. The damage mechanisms of frature surfaces were mixed frature with both transgranular and intergranular, but intergranular fratures were r-type cavity in hold-time waveforms and w-type cavity in slow-fast ones.

• Advances in Computational Design
• /
• 제4권3호
• /
• pp.251-272
• /
• 2019

This study performed lateral load testing on seventeen wood wall frames in two sections. Section one included eight tests studying structural foam sheathing of shear walls subjected to monotonic loads following the ASTM E564 test method. In this section, the wood frame was sheathed with four different types of structural foam sheathing on one side and gypsum wallboard (GWB) on the opposite side of the wall frame, with Simpson HDQ8 hold down anchors at the terminal studs. Section two included nine tests studying wall constructed with oriented strand board (OSB) only on one side of the wall frame subjected to gradually applied monotonic loads. Three of the OSB walls were tied to the baseplate with Simpson LSTA 9 tie on each stud. From the test results for Section one; the monotonic tests showed an 11 to 27 percent reduction in capacity from the published design values and for Section two; doubling baseplates, reducing anchor bolt spacing, using bearing plate washers and LSTA 9 ties effectively improved the OSB wall capacity. In comparison of sections one and two, it is expected the walls with structural foam sheathing without hold downs and GWB have a lower wall capacity as hold down and GWB improved the capacity.

• 한국원자력학회:학술대회논문집
• /
• 한국원자력학회 2004년도 추계학술발표회 발표논문집
• /
• pp.843-844
• /
• 2004

• 한국인터넷방송통신학회논문지
• /
• 제8권4호
• /
• pp.53-58
• /
• 2008

본 논문은 고 해상도 및 저 전력을 가지는 시그마-델타 D/A(Digital-to-Analog) 컨버터를 구현하였다. A/D 컨버터의 출력을 채널당 1비트씩 입력 받아 LJ, RJ, I2S 모드와 비트 모드에 따라서 입력 데이터를 재구성한다. D/A 컨버터는 HBF(Half Band Filter)와 Hold, 5차 CIFB Sigma-Delta 변조기를 통과하여 원래의 아날로그 신호로 복원한다. 면적과 전력, 성능을 고려하여 곱셈 연산 대신 덧셈 연산을 반복 사용하였다. 또한, 비슷한 구조의 HBF 3개를 하나의 블록으로 구성하였고, sinc 필터 대신에 샘플-홀드 블록을 사용하여, 면적을 감소시키는 간략한 D/A 구조를 제안하였다. 블록안의 각 필터들은 매트랩 툴을 이용하여 특성을 평가하였다. 전체 블록은 Top-down 설계 방식을 사용하여, Verilog 언어로 설계하였다. 설계된 블록은 Samsung 0.35um CMOS 표준 셀 라이브러리를 사용해 칩으로 제작되었다. 칩의 면적은 1500 * 1500um 이다.

• International Journal of Aerospace System Engineering
• /
• 제9권2호
• /
• pp.1-9
• /
• 2022

The NEA release mechanism is used to provide restraint and release functions with low shock for critical deployment operations on solar arrays after launch. The GK3 solar array consists of 2 wings and 6 hold down points per panel. The NEA SSD9103S1 is a part of the GK3 solar array hold-down and release mechanism. Each NEA unit is equipped with two Z-diodes which provide power to a NEA unit connected in series after actuation of the fuse wire. This paper presents the hot firing test results of a quadrature NEA SSD9103S1 configuration. One output powers a maximum of 4 NEA SSD9103S1 units simultaneously. The necessary actuation pulse duration has been determined to meet margin requirement for thermal energy of minimum 4. Actuation thermal energy difference is about 6.6% between each half of two fired serial NEAs. Thermal energy margin at worst case is minimum 5.9 in case of an actuation pulse duration of 500 ms. Two series Zener impedance depend on current applied has been characterized by an additional actuation after all fuse wires are open circuit. Total number of actuation commands to the GK3 NEA unit reduce drastically from 24 in case of single NEA configuration down to 8 in case of parallel and quadrature NEA configurations. It can be accommodated by the existing HP2U Pyro design without any impact.