• 제목/요약/키워드: hydraulic effect

검색결과 1,320건 처리시간 0.024초

Deformation behaviours of SS304 tubes in pulsating hydroforming processes

  • Yang, Lianfa;Wang, Ninghua;He, Yulin
    • Structural Engineering and Mechanics
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    • 제60권1호
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    • pp.91-110
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    • 2016
  • Tube hydroforming (THF) under pulsating hydraulic pressures is a novel technique that applies pulsating hydraulic pressures that are periodically increased to deform tubular materials. The deformation behaviours of tubes in pulsating THF may differ compared to those in conventional non-pulsating THF due to the pulsating hydraulic pressures. The equivalent stress-strain relationship of metal materials is an ideal way to describe the deformation behaviours of the materials in plastic deformation. In this paper, the equivalent stress-strain relationships of SS304 tubes in pulsating hydroforming are determined based on experiments and simulation of free hydraulic bulging (FHB), and compared with those of SS304 tubes in non-pulsating THF and uniaxial tensile tests (UTT). The effect of the pulsation parameters, including amplitude and frequency, on the equivalent stress-strain relationships is investigated to reveal the plastic deformation behaviours of tubes in pulsating hydroforming. The results show that the deformation behaviours of tubes in pulsating hydroforming can be well described by the equivalent stress-stain relationship obtained by the proposed method. The amplitude and frequency of pulsating hydraulic pressure have distinct effects on the equivalent stress-strain relationships-the equivalent stress becomes augmented and the formability is enhanced with the increase of the pulsation amplitude and frequency.

Numerical simulation of hydraulic fracturing in circular holes

  • Haeri, Hadi;Sarfarazi, Vahab;Hedayat, Ahmadreza;Zhu, Zheming
    • Computers and Concrete
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    • 제18권6호
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    • pp.1135-1151
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    • 2016
  • For investigating the effect of the pre-existing joints on the initiation pattern of hydraulic fractures, the numerical simulation of circular holes under internal hydraulic pressure with a different pattern of the joint distributions are conducted by using a finite element code, FRANC2D. The pattern of hydraulic fracturing initiation are scrutinized with changing the values of the joint length, joint offset angle. The hydraulic pressures with 70% of the peak value of borehole wall breakout pressure are applied at the similar models. The simulation results suggest that the opening-mode fracture initiated from the joint tip and propagated toward the borehole for critical values of ligament angle and joint offset angle. At these critical values, the crack grow length is influenced by joint ligament length. When the ligament length is less than 3 times the borehole diameter the crack growth length increases monotonically with increasing joint length. The opening-mode fracture disappears at the joint tip as the ligament length increases.

정수압방식 동력회수장치의 구동동력 절감량 해석 (An analysis on power regeneration of hydrostatic pressure exchanger)

  • 함영복;최준혁;정헌술;박상진;박중호;윤소남
    • 유공압시스템학회논문집
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    • 제4권3호
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    • pp.7-12
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    • 2007
  • This paper presents an energy saving hydrostatic pressure exchanger for sea water desalination equipment. In a reverse osmosis(RO) system for desalinating sea water, more than 70 percent of the supplied sea water, brines which were impassable through RO membrane are bypassed, resulting in high energy losses. In this paper, a hydrostatic pressure exchanger consisting of an embedded water hydraulic piston motor and a water hydraulic piston pump was proposed and investigated in order to recover the energy of the bypassed brines. The pressurized brines are supplied to the embedded water hydraulic piston motor as power sources and the water hydraulic piston pump is driven by the output torque of the embedded water hydraulic piston motor as well as electric motor. Consequently, the energy of the bypassed brines can be recovered. To examine the electric energy saving characteristics of the hydrostatic pressure exchanger, a simulation model was constructed using commercial software and experiments were conducted. Through the results of simulation and experiment, the feasibility of the electric energy saving effect of the proposed hydrostatic pressure exchanger was investigated.

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SIMULATION OF A HYDRAULIC CONTROL SYSTEM FOR POWERSHIFT TRANSMISSION OF TRACTORS

  • Kim, D. C.;Lee, H. S.;Kim, K. U.;Y S. Nam
    • 한국농업기계학회:학술대회논문집
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    • 한국농업기계학회 2000년도 THE THIRD INTERNATIONAL CONFERENCE ON AGRICULTURAL MACHINERY ENGINEERING. V.II
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    • pp.498-505
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    • 2000
  • Performance of a hydraulic system is influenced by its working temperature. Therefore, it is very important to make the system perform uniformly in an entire range of the working temperature. In this study a simulation of a hydraulic control system for the powershift transmission of tractors was conducted and the effect of the temperature was investigated in terms of design conditions of the system. Results of the simulation are as follows. The hydraulic control system with a spring accumulator was found to be more convenient to control the shifting time than that with a gas accumulator. By returning the oil from the clutches to the system through a path between the filter and pump, the time delay due to the pressure difference between the low and high temperatures could be reduced. Therefore, it was recommended that the hydraulic control system for the powershift transmission of tractors must be equipped with a spring accumulator and a circuit to return oil from the clutches to the system through a path between the filter and pump.

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지반진동이 지상구조물 및 환경에 미치는 영향평가 -발파진동 사례를 통한 EGS 수리자극에의 활용- (Effect of Ground Vibration on Surface Structures and Human Environments -Application of Blasting Vibration to Induced Seismicity in EGS Hydraulic Stimulation-)

  • 이정인;민기복
    • 터널과지하공간
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    • 제23권6호
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    • pp.521-537
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    • 2013
  • EGS지열발전을 위한 수리자극시 발생되는 미소진동은 투수율 증가의 범위를 파악하는 유용한 수단이 되기도 하지만 지반진동으로 인하여 지상구조물 및 환경에 영향을 미친다. 본 연구는 EGS 지열발전의 수리자극에 의하여 발생하는 미소진동의 안전관리 기준을 수립하기 위하여 지반진동이 건축구조물 및 인체환경에 미치는 영향과 각국의 허용기준을 발파진동을 중심으로 조사 하였다. 또한 유럽과 미국에서 지열발전의 수리자극에 의한 미소진동의 연구사례를 조사 검토하여 포항 EGS 수리자극에 의한 지반진동의 관리 기준에 필요한 자료와 그 대처방안을 제시 하였다.

Response of coal rock apparent resistivity to hydraulic fracturing process

  • Song, Dazhao;Wang, Enyuan;Qiu, Liming;Jia, Haishan;Chen, Peng;Wei, Menghan
    • Geomechanics and Engineering
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    • 제14권6호
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    • pp.581-588
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    • 2018
  • In order to explore the comprehensive evaluation means of the extent of hydraulic fracturing region in coal seams, we analyzed the feasibility of detecting the response of coal rock direct current (DC) apparent resistivity to hydraulic-fracturing using Archie's theory, and conducted experimental researches on the response of DC resistivity in the hydraulic fracturing process using small-scale coal rock samples. The results show that porosity and water saturation are the two factors affecting the apparent resistivity of coal rock while hydraulic fracturing. Water has a dominant effect on the apparent resistivity of coal rock samples. The apparent resistivity in the area where water flows through is reduced more than 50%, which can be considered as a core affect region of hydraulic fracturing. Stress indirectly impacts the apparent resistivity by changing porosity. Before hydraulic fracturing, the greater axial load applied, the more serious the rupture in the samples, resulting in the greater apparent resistivity. Apparent resistivity testing is a potential regional method to evaluate the influence range of hydraulic fracturing in coal seams.

암반분류변수를 이용한 침하에 따른 수리전도도 변화 해석 (Hydraulic Conductivity Changes Due to Subsidence Using Rock Mass Classification Parameters)

  • 윤용균;김장순;김종우
    • 터널과지하공간
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    • 제13권4호
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    • pp.321-329
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    • 2003
  • 채굴적의 붕괴에 따른 침하에 의해 발생하는 변형률 의존 수리전도도 변화를 조사하였다. 수직 및 전단벨변형률, 탄성계수감소비, 절리간격 등은 수리전도도 변화를 좌우하는 주요 인자들이다. 탄성계수감소비는 RMR에 의해 절리간격은 RQD로 표현함으로서 심하게 파쇄된 암반에서부터 무결암까지의 모든 조건을 나타내는 현지암반의 수리전도도 변화를 결정할 수 있다. 지표 부근에서의 수리전도도 변화는 별로 나타나지 않으며 채굴적 주변에서의 변화가 큰 것으로 나타났다. 침하에 의해 수리전도도가 1보다 커지는 지역은 채굴적 상부 약 20m 구간까지 인 것으로 조사되었다. 전단변형률도 채굴적 주변에서의 수리전도도 증가에 큰 역할을 하는 것으로 나타났다. RMR이 감소함에 따라 채굴적 주변의 수리전도도는 증가하는 것으로 나타났는데 이는 RMR이 낮은 불량 암반에서의 침하가 수리전도도에 큰 영향을 미친다는 것을 의미한다.

Contribution of thermal-hydraulic validation tests to the standard design approval of SMART

  • Park, Hyun-Sik;Kwon, Tae-Soon;Moon, Sang-Ki;Cho, Seok;Euh, Dong-Jin;Yi, Sung-Jae
    • Nuclear Engineering and Technology
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    • 제49권7호
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    • pp.1537-1546
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    • 2017
  • Many thermal-hydraulic tests have been conducted at the Korea Atomic Energy Research Institute for verification of the SMART (System-integrated Modular Advanced ReacTor) design, the standard design approval of which was issued by the Korean regulatory body. In this paper, the contributions of these tests to the standard design approval of SMART are discussed. First, an integral effect test facility named VISTA-ITL (Experimental Verification by Integral Simulation of Transients and Accidents-Integral Test Loop) has been utilized to assess the TASS/SMR-S (Transient and Set-point Simulation/Small and Medium) safety analysis code and confirm its conservatism, to support standard design approval, and to construct a database for the SMART design optimization. In addition, many separate effect tests have been performed. The reactor internal flow test has been conducted using the SCOP (SMART COre flow distribution and Pressure drop test) facility to evaluate the reactor internal flow and pressure distributions. An ECC (Emergency Core Coolant) performance test has been carried out using the SWAT (SMART ECC Water Asymmetric Two-phase choking test) facility to evaluate the safety injection performance and to validate the thermal-hydraulic model used in the safety analysis code. The Freon CHF (Critical Heat Flux) test has been performed using the FTHEL (Freon Thermal Hydraulic Experimental Loop) facility to construct a database from the $5{\times}5$ rod bundle Freon CHF tests and to evaluate the DNBR (Departure from Nucleate Boiling Ratio) model in the safety analysis and core design codes. These test results were used for standard design approval of SMART to verify its design bases, design tools, and analysis methodology.

지반굴착에 따른 지반 안정성 평가 시 지하시설물이 지하수흐름에 미치는 영향 분석 (Effect of Underground Building for the Groundwater flow in the Ground Excavation)

  • 차장환;이재영;김병찬
    • 한국방재안전학회논문집
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    • 제11권2호
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    • pp.17-28
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    • 2018
  • 본 연구에서는 지반굴착 시 굴착구간 주변의 지하시설물이 지하수 흐름특성에 미치는 영향을 파악하기 위해 지하시설물의 규모와 이격거리, 지하수 동수구배 등을 고려하여 시나리오 기반으로 굴착 단계별 지하시설물의 영향을 지하수 수위 변화와 지하수 유출량 측면에서 비교 분석하였다. 그 결과 지하시설물의 규모가 증가할수록 수두차와 수두구배가 크게 발생하며 이격거리가 짧을수록 큰 수두차와 수두구배를 보인다. 모델영역의 지하수 수두구배에 따른 영향은 비교적 작은 것으로 나타났다. 또한 시나리오에 대한 지하수 유출량 분석 결과 지하시설물의 규모가 증가하거나 이격거리가 짧을수록 지하수 유출량이 감소하는 경향을 보인다. 이는 지반굴착에 따른 지하수 유동특성 분석에 있어 주변에 존재하는 지하시설물에 대한 영향 검토가 필요한 것으로 판단된다.

흐름의 입사각이 점성토 지반의 수리저항성능에 미치는 영향 (Effect of Incidence Angle of Current on the Hydraulic Resistance Capacity of Clayey Soil)

  • 김영상;한병덕;강경오
    • 한국해안·해양공학회논문집
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    • 제24권1호
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    • pp.26-35
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    • 2012
  • 지금까지 하천 및 해류에서의 지반의 수리저항 특성에 대한 연구는 흐름의 방향을 고려하지 않고 주 흐름방향에 대해서만 고려해 왔다. 최근 왕복류 흐름에 의한 지반의 수리저항특성에 대한 연구결과에 의하면 세립질 및 조립질 시료 모두에서 일방향 흐름보다 왕복류를 고려한 양방향 흐름에서 세굴률이 크게 발생 하는 것으로 나타났다. 그러나 해안구조물이 설치되는 해안 또는 협곡에서 흐름의 방향은 반드시 $180^{\circ}$를 이루지 않으므로 흐름의 입사각이 지반의 수리저항성능에 미치는 영향에 대한 검토가 반드시 필요하다. 이에 흐름방향을 고려할 수 있도록 개선된 수리저항성능 실험기를 이용하여 인공적으로 조성된 점성 세립질 및 점성 조립질 시료에 대하여 $0^{\circ}$, $90^{\circ}$, $135^{\circ}$, $180^{\circ}$의 입사각을 갖는 흐름에 대한 일방향 및 양방향 수리저항성능을 평가하였다. 실험결과 세립질 및 조립질 시료 모두에서 입사각이 커짐에 따라 수리저항성능은 감소하고 세굴률이 증가하는 것으로 나타났다. 압밀압력이 낮은 경우에는 세립토의 수리저항성능이 급격히 떨어지나 압밀압력이 큰 경우에는 조립토의 수리저항성능이 세립토에 비해 약간 더 빠르게 감소하는 것으로 나타났다. 최종적으로는 양방향 흐름일 경우 가장 큰 세굴률이 발생하므로 다양한 흐름방향에 노출되는 구조물의 경우는 양방향 흐름에 대해 수리저항성능을 평가하는 것이 타당한 것으로 판단된다.