• 제목/요약/키워드: Compression Work

검색결과 547건 처리시간 0.032초

축소관과 확대관 출구로부터 방출되는 펄스파에 관한 연구 (A Study on the Impulse Waves Discharged from the Exit of the Convergent and Divergent Pipes)

  • 이동훈;이명호;권용훈;김희동;박종호
    • 한국소음진동공학회논문집
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    • 제12권5호
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    • pp.346-354
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    • 2002
  • The present study is to investigate the propagation characteristics of the impulse waves discharged from the exit of the convergent and divergent pipes. An experiment is carried out using a shock tube with an open end and is compared to the computation of the axisymmetric, compressible, unsteady Euler equations, which are solved by the second-order total variation diminishing (TVD) scheme. For the computational work, several initial compression waves are assumed inside the pipe so that those are the same to the experimental ones of the shock tube. The results show that the peak pressures of the impulse waves discharged from the exit of convergent and divergent pipes decrease with an increase in the wavelength of the initial compression wave. All of the impulse waves have a strong directivity toward the pipe axis, regardless of the exit type of the pipe employed. The impulse waves discharged from the divergent pipe are stronger than those from the straight pipe, while the impulse waves of the convergent pipe are weaker than those from the straight pipe. It is found that the convergent pipe can play a role of a passive control to reduce the peak pressure of the impulse wave. The present computations represent the experimented impulse waves with a good accuracy.

공극구조 및 하중조건에 따른 콘크리트의 초음파 속도 모델링 (Modeling on Ultrasonic Velocity in Concrete Considering Micro Pore Structure and Loading Conditions)

  • 김윤용;오광진;박기태;권성준
    • 한국콘텐츠학회논문지
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    • 제15권3호
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    • pp.415-426
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    • 2015
  • 초음파 속도를 이용한 콘크리트의 건전성 및 강도평가는 오랫동안 사용되어 왔으며, 현장조사에서 필수적이다. 콘크리트 내부의 공극률은 내구성 및 강도를 평가할 수 있는 주요인자이며, 초음파 진행에 방해가 되므로 공극률 변화에 따라 초음파 속도변화가 발생한다. 본 연구에서는 기존의 공극률 모델을 이용하여 콘크리트 내부를 통과하는 초음파 속도 모델링을 수행하였으며 실험값과의 비교하였다. 또한 인장 및 압축 재하 시험과 동시에 초음파 속도를 측정하여 재하 하중비를 이용한 모델링을 수행하였다. 압축영역에서는 하중재하비 50% 수준까지 초음파 속도가 약간 증가하였으며, 최대하중에 근접할수록 급격한 속도의 감소가 발생하였다. 인장영역에서는 압축영역과 다르게 초기부터 초음파 속도가 상당히 변화하였다. 제안된 기법은 콘크리트의 건전부 및 압축영역에서는 합리적인 결과를 보이고 있으며 인장영역에서는 미세균열 및 국소적인 골재치합을 고려한 보완이 필요할 것으로 판단된다.

Post-fire test of precast steel reinforced concrete stub columns under eccentric compression

  • Yang, Yong;Xue, Yicong;Yu, Yunlong;Gong, Zhichao
    • Steel and Composite Structures
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    • 제33권1호
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    • pp.111-122
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    • 2019
  • This paper presents an experimental work on the post-fire behavior of two kinds of innovative composite stub columns under eccentric compression. The partially precast steel reinforced concrete (PPSRC) column is composed of a precast outer-part cast using steel fiber reinforced reactive powder concrete (RPC) and a cast-in-place inner-part cast using conventional concrete. Based on the PPSRC column, the hollow precast steel reinforced concrete (HPSRC) column has a hollow column core. With the aim to investigate the post-fire performance of these composite columns, six stub column specimens, including three HPSRC stub columns and three PPSRC stub columns, were exposed to the ISO834 standard fire. Then, the cooling specimens and a control specimen unexposed to fire were eccentrically loaded to explore the residual capacity. The test parameters include the section shape, concrete strength of inner-part, eccentricity ratio and heating time. The test results indicated that the precast RPC shell could effectively confine the steel shape and longitudinal reinforcements after fire, and the PPSRC stub columns experienced lower core temperature in fire and exhibited higher post-fire residual strength as compared with the HPSRC stub columns due to the insulating effect of core concrete. The residual capacity increased with the increasing of inner concrete strength and with the decreasing of heating time and load eccentricity. Based on the test results, a FEA model was established to simulate the temperature field of test specimens, and the predicted results agreed well with the test results.

Characteristics of CFRP strengthened tubular joints subjected to different monotonic loadings

  • Prashob, P.S.;Shashikala, A.P.;Somasundaran, T.P.
    • Steel and Composite Structures
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    • 제32권3호
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    • pp.361-372
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    • 2019
  • Tubular joints are used in the construction of offshore structures and other land-based structures because of its ease of fabrication. These joints are subjected to different environmental loadings in their lifetime. At the time of fabrication or modification of an existing offshore platform, tubular joints are usually strengthened to withstand the environmental loads. Currently, various strengthening techniques such as ring stiffeners, gusset plates are employed to strengthen new and existing tubular joints. Due to some limitations with the present practices, some new techniques need to be addressed. Many researchers used Fibre Reinforced Polymer (FRP) to strengthen tubular joints. Some of the studies were focused on axial compression of Glass Fibre Reinforced Polymer (GFRP) strengthened tubular joints and found that it was an efficient technique. Earlier, the authors had performed studies on Carbon Fibre Reinforced Polymer (CFRP) strengthened tubular joint subjected to axial compression. The study steered to the conclusion that FRP composites is an alternative strengthening technique for tubular joints. In this work, the study was focused on axial compression of Y-joint and in plane and out of plane bending of T-joints. Experimental investigations were performed on these joints, fabricated from ASTM A106 Gr. B steel. Two sets of joints were fabricated for testing, one is a reference joint and the other is a joint strengthened with CFRP. After performing the set of experiments, test results were then compared with the numerical solution in ANSYS Parametric Design Language (APDL). It was observed that the joints strengthened with CFRP were having improved strength, lesser surface displacement and ovalization when compared to the reference joint.

파이프 서포트의 지지핀 두께와 압축하중의 상관관계 분석 (Analysis of the Correlation between the Thickness of Support Pin of Pipe Support and the Compressive Load)

  • 최명기;박종근
    • 한국안전학회지
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    • 제37권4호
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    • pp.36-43
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    • 2022
  • Generally, in construction sites, the pipe support installation workers often use support pins of 9~10 mm which are much smaller than the safety standard sizes for work convenience. Although the safety certification standard thickness of the support pins is 11 mm, and the supervisors are often indifferent to this. Hence, products with far lower performance than the pipe support safety certification value of 40,000 N, which is applied in the supporting post-structural review, are used. Accordingly, this acts as a factor causing collapse accidents in the process of pouring concrete at the construction site. Therefore, this study performed compression experiments on new and reused pipe supports to determine how the thickness of the support pins affects the structural compression performance of the pipe support by considering the thickness of the support pins as a critical variable among various factors affecting the pipe support performance. In the course of the study, the compression test of the pipe support (V2, V4) for the new products showed that only 14 (58.3%) of the total 24 samples satisfied the safety certification standard value of 40,000 N, which indicates that more thorough quality control is required in the manufacturing process. Additionally, comparing the thickness of the support pins and their fracture shape shows that the pipes with support length of 4.0 m or longer are much more affected by the buckling of the entire length than the thickness of the support pins. Of the several factors affecting the performance of reused pipe supports, it was found that, similar to the new products, the use of support pins, with thickness of 12 mm rather than 11 mm, can satisfy the safety certification value more appropriately. Therefore, regardless of the state of usage, it could be concluded that it is necessary to use 12 mm products, whose thickness is larger than that of the safety certification standard value of 11 mm, to improve the performance of the pipe supports.

전기화학적 수소 압축기의 열역학적 성능에 관한 연구 (Study on Thermodynamic Performance of Electrochemical Hydrogen Compressor)

  • 김태헌;김동윤;이동근;김영상;안국영;배용균;박진영;김영
    • 한국수소및신에너지학회논문집
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    • 제34권2호
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    • pp.141-148
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    • 2023
  • The thermodynamic performance of the electrochemical hydrogen compressor was analyzed to perform a comparative analysis with the performance of the mechanical compressor. The performance was analyzed through the applied current and the measured voltage value. The test results showed that the efficiency of the electrochemical hydrogen compressor was high in the low current density range. In addition, it was confirmed that the amount of increasing compress work of the electrochemical hydrogen compressor is smaller than that of the mechanical compressor. Therefore, it is expected to have higher efficiency than mechanical compression when compressed with a sufficiently high-pressure range.

Physicomechanical Properties Enhancement of Fast-Growing Wood Impregnated with Wood Vinegar Animal Adhesive

  • Efrida BASRI;SAEFUDIN;Mahdi MUBAROK;Wayan DARMAWAN;Jamal BALFAS;Yelin ADALINA;Yusuf Sudo HADI
    • Journal of the Korean Wood Science and Technology
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    • 제51권6호
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    • pp.542-554
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    • 2023
  • This study is a continuation of our previous work, which focused on the resistance of jabon wood to termites after impregnation with wood vinegar (WV) and animal-based adhesive (kak). This paper presents the physicomechanical properties of fast-growing jabon wood impregnated with kak at two concentrations (8% and 10%) in wood vinegar or water as a solvent with and without 4% borax. The physical properties of the impregnation solution, that is, viscosity, density, pH, and solid content, were evaluated according to SNI 06-4567-1998. Some physical parameters, such as weight percent gain (WPG), density, water uptake, anti-swelling efficiency (ASE), crystallinity, and mechanical properties, i.e., modulus of elasticity (MOE), modulus of rupture (MOR), and compression strength parallel to the grain (CS), of the impregnated wood were determined. Based on these results, wood impregnated using a mixture of kak in WV presented better physical (increased WPG, density, dimensional stability, and crystallinity) and mechanical (increased MOE/MOR and compression strength) properties than wood impregnated with a water solvent or untreated wood. The wood impregnated using WV and water solvent improved the physical and mechanical properties. The density of the wood increased by 44%-58% and 32%-47%, ASE radial-tangential increased by 38%-45%; 15%-28% after 24 h of water immersion, crystallinity increased by 59%-74%; 36%, MOE increased by 46%-57%; 28%-31%, MOR increased by 29%-34%; 14%-27%, and compression strength increased by 40%-76%; 38%-72% values to untreated wood.

DWT기반 영상 압축기의 다해상도의 통계적 특성을 이용한 실시간 워터마킹 알고리즘 (Real-time Watermarking Algorithm using Multiresolution Statistics for DWT Image Compressor)

  • 최순영;서영호;유지상;김대경;김동욱
    • 정보보호학회논문지
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    • 제13권6호
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    • pp.33-43
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    • 2003
  • 본 논문에서는 이산 웨이블릿 변환(Discrete Wavelet Transform, DWT) 기반의 영상 압축기와 연동하여 동작할 수 있는 실시간 워터마킹 알고리즘을 제안하였다. 제안된 알고리듬은 워터마크 위치 결정을 위한 계산량을 줄이기 위해 이산 웨이블릿 변환의 특징인 부대역간의 에너지 상관도를 이용하여 통계적으로 형성한 룩-업 테이블을 사용한다. 즉, 레벨-1 부대역의 에너지 값에 의해 레벨-3 부대역의 임계치를 룩-업 테이블에서 찾아 그 이상의 계수들에 워터마크를 삽입한다. 따라서 DWT 기반의 영상 압축을 위한 연산에 영향을 미치지 않고 워터마킹을 위한 연산이 병렬적으로 이루어짐으로써 실시간 워터마킹이 가능하다. 또한 손실 압축인 양자화 과정과 허프만 코더에서의 압축율을 고려하여 워터마크를 삽입함으로써 워터마크의 손실과 영상 압축기의 성능을 향상시켰다. 삽입되는 워터마크는 시각적으로 인지가 가능한 특정 로고 형태의 이진 영상을 사용하였다. 본 논문에서 제안되는 기법은 실험 및 결과를 통해서 워터마킹의 요구조건인 강인함(Robustness)과 비인지성(Imperceptibility)를 만족시킴을 확인하였다.

Effect of C/Ti Atom Ratio on the Deformation Behavior of TiCχ Grown by FZ Method at High Temperature

  • Shin, Soon-Gi
    • 한국재료학회지
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    • 제23권7호
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    • pp.373-378
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    • 2013
  • In order to clarify the effect of C/Ti atom ratios(${\chi}$) on the deformation behavior of $TiC_{\chi}$ at high temperature, single crystals having a wide range of ${\chi}$, from 0.56 to 0.96, were deformed by compression test in a temperature range of 1183~2273 K and in a strain rate range of $1.9{\times}10^{-4}{\sim}5.9{\times}10^{-3}s^{-1}$. Before testing, $TiC_{\chi}$ single crystals were grown by the FZ method in a He atmosphere of 0.3MPa. The concentrations of combined carbon were determined by chemical analysis and the lattice parameters by the X-ray powder diffraction technique. It was found that the high temperature deformation behavior observed is the ${\chi}$-less dependent type, including the work softening phenomenon, the critical resolved shear stress, the transition temperature where the deformation mechanism changes, the stress exponent of strain rate and activation energy for deformation. The shape of stress-strain curves of $TiC_{0.96}$, $TiC_{0.85}$ and $TiC_{0.56}$ is seen to be less dependent on ${\chi}$, the work hardening rate after the softening is slightly higher in $TiC_{0.96}$ than in $TiC_{0.85}$ and $TiC_{0.56}$. As ${\chi}$ decreases the work softening becomes less evident and the transition temperature where the work softening disappears, shifts to a lower temperature. The ${\tau}_c$ decreases monotonously with decreasing ${\chi}$ in a range of ${\chi}$ from 0.86 to 0.96. The transition temperature where the deformation mechanism changes shifts to a lower temperature as ${\chi}$ decreases. The activation energy for deformation in the low temperature region also decreased monotonously as ${\chi}$ decreased. The deformation in this temperature region is thought to be governed by the Peierls mechanism.

인버터 주파수 제어에 따른 CO2용 수냉식 열펌프의 성능 특성 (Performance Characteristics of Water-Chilling Heat Pump Using CO2 on Control of Inverter Frequency)

  • 손창효
    • 한국산학기술학회논문지
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    • 제11권12호
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    • pp.4721-4726
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    • 2010
  • 본 논문은 압축기 인버터 주파수 제어에 따른 CO2용 수냉식 열펌프의 성능 특성에 대해서 실험적으로 조사하였다. 실험장치는 압축기, 가스냉각기, 팽창밸브, 증발기, 내부 열교환기, 수액기로 구성된다. 실험장치에 사용된 모든 열교환기는 동관으로 제작된 이중관식 대향류형이다. 가스냉각기와 증발기는 2.4 m인 소시험부 6개와 4개로 각각 구성된다. 실험결과를 요약하면, 우선 증발기와 가스냉각기의 입구온도와 냉매유량이 일정한 조건하에서 압축기 인버터 주파수가 증가할수록 압축비와 토출압력이 증가한다. 또한 인버터 주파수가 증가할수록 난방능력과 압축일량은 증가하는 반면 성능계수는 감소한다. 그리고 증발기 입구 2차유체의 온도가 $15^{\circ}C$에서 $25^{\circ}C$로 증가함에 따라 압축비와 압축일량은 감소하지만 질량유량, 난방능력, 성능계수는 증가한다. 위의 이러한 경향은 종래의 프레온계 냉매 시스템의 성능 변화와 유사하다.