• 제목/요약/키워드: Pull Technology

검색결과 438건 처리시간 0.026초

현장인발시험을 통한 가압 그라우팅 쏘일네일의 변형특성 (Deformation Characteristics of the Pressurized Grouting Soil Nailing Systems from the Field Pull-out Tests)

  • 천병식;박주석;박시삼;정종주;공진영
    • 한국지반환경공학회 논문집
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    • 제9권2호
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    • pp.61-65
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    • 2008
  • 본 연구에서는 PGSN(Pressurized Grouting Soil Nailing) 시스템이라는 가압 그라우팅 쏘일네일링 공법을 고안하였으며, 본 공법의 보강제의 길이변화 및 보강재의 변화 등의 설계인자에 따른 거동변화를 파악해 보기 위해 변위제어방식의 현장인발시험을 수행하였다. 본 연구에서 수행한 9차례의 현장인발시험에서 그라우트 주입비의 변화를 살펴 보기위해 계측을 수행하였으며, 단기거동특성을 평가하기 위해 일반 쏘일네일링 시스템과 비교해 보았다. 가압 그라우트 쏘일네일링 공법의 인발거동 특성을 통해, 중요한 설계인자인 주입압 및 그라우트 주입비 등의 영향을 살펴보았다. 시험 결과 가압효과에 따른 인발변형 특성은 중력식 그라우팅 쏘일네일에 비해 가압 그라우팅 쏘일네일의 경우 유발되는 변위량이 30~36% 정도 감소하였고, 보강재 변화에 따른 인발 특성을 살펴보면 이형철근에 비해 강관의 경우 유발되는 변위량이 31~32% 정도 감소하는 것으로 나타났다.

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생태모방의 현재적 개념 - 지속가능한 발전을 위한 생태적 접근 - (Current Concept of Biomimicry - Ecological Approach for Sustainable Development -)

  • 배해진;박은진;이은옥
    • 한국환경생태학회지
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    • 제33권1호
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    • pp.116-123
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    • 2019
  • 본 연구에서는 생태학적 관점에서 biomimicry를 생태모방으로 정의하며, 생태모방에 대해 다학적 분야에서 정의되는 개념들을 비교하였다. 생태모방은 생물 생태특성에 대한 분류 및 조사 원리분석을 통해 얻어진 정보와 아이디어를 공학 및 기술 분야에 응용이 되는 개념으로 정리하였다. 또한 생물학, 생태학 및 공학적 관점에서 생태모방 연구와 기술개발을 진행하는 Biology Push(생물특성기반 생태모방)와 Technology Pull(기술문제기반 생태모방)방법을 비교하며, Biology Push를 생태학적 관점에서 시작하는 '생물특성기반 생태모방', Technology Pull을 기술필요에서 시작하는 '기술문제기반 생태모방'으로 정의하였다. 생태모방 연구동향을 살펴보면 안정적이고 친환경적인 원천 재료를 생물 생태 특성에서 찾아 기술개발에 초점이 맞춰진 사례가 대부분이나, 앞으로 생태모방 연구주제가 생물 생태 특성에서 비롯된 아이디어에서 착안되어 시작될 수 있는 연구분야의 잠재력에 대한 무한성을 시사하고자 한다. 향후 지속가능한 발전에 기여할 수 있는 생물생태학적 기반에 근거한 더 많은 연구와 기술개발이 필요함을 제시하고 있다.

An Experimental Study on Bond Strength of Reinforcing Steel in Self-Consolidating Concrete

  • Looney, Trevor J.;Arezoumandi, Mahdi;Volz, Jeffery S.;Myers, John J.
    • International Journal of Concrete Structures and Materials
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    • 제6권3호
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    • pp.187-197
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    • 2012
  • An experimental investigation was conducted to compare the bond strength of reinforcing steel in self-consolidating concrete (SCC) with conventional concrete (CC). This study investigated two different compressive strengths of SCC as well as CC. The experimental program consisted of 24 pull-out specimens as well as 12 full-scale beams (three for each concrete type and strength). The pull-out specimens were based on RILEM recommendations, and the beam specimens were tested under a simply supported four-point loading condition. The CC test results served as a control and were used to evaluate the results from the SCC pull-out and beam specimen tests. Furthermore, a comparison was performed between results of this study and a bond database of CC specimens. These comparisons indicate that SCC beams possess comparable or slightly greater bond strength than CC beams.

Response of square anchor plates embedded in reinforced soft clay subjected to cyclic loading

  • Biradar, Jagdish;Banerjee, Subhadeep;Shankar, Ravi;Ghosh, Poulami;Mukherjee, Sibapriya;Fatahi, Behzad
    • Geomechanics and Engineering
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    • 제17권2호
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    • pp.165-173
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    • 2019
  • Plate anchors are generally used for structures like transmission towers, mooring systems etc. where the uplift and lateral forces are expected to be predominant. The capacity of anchor plate can be increased by the use of geosynthetics without altering the size of plates. Numerical simulations have been carried out on three different sizes of square anchor plates. A single layer geosynthetic has been used as reinforcement in the analysis and placed at three different positions from the plate. The effects of various parameters like embedment ratio, position of reinforcement, width of reinforcement, frequency and loading amplitude on the pull out capacity have been presented in this study. The load-displacement behaviour of anchors for various embedment ratios with and without reinforcement has been also observed. The pull out load, corresponding to a displacement equal to each of the considered maximum amplitudes of a given frequency, has been expressed in terms of a dimensionless breakout factor. The pull out load for all anchors has been found to increase by more than 100% with embedment ratio varying from 1 to 6. Finally a semi empirical formulation for breakout factor for square anchors in reinforced soil has also been proposed by carrying out regression analysis on the data obtained from numerical simulations.

스마트 가전의 전환의도에 영향을 미치는 요인에 관한 연구 : Push-Pull-Mooring의 관점 (Switching Intention of Smart Appliance : A Perspective of the Push-Pull-Mooring Framework)

  • 박현선;김상현
    • 디지털융복합연구
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    • 제16권2호
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    • pp.127-137
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    • 2018
  • 4차 산업혁명을 주도할 차세대 정보기술들이 발전하면서 다양한 산업 분야에서 이를 융합한 제품이 출시되고 있으며 스마트 가전은 차세대 기술과 플랫폼이 가전제품에 적용된 것으로 소비자들의 욕구를 충족시켜줄 미래의 핵심유망 산업으로 주목받고 있다. 이에 본 연구는 Push-Pull-Mooring 프레임워크를 기반으로 소비자들이 스마트 가전으로 전환하려는 행동의도에 어떤 요인들이 영향을 미치는지를 실증분석을 통해 살펴보고자 한다. 본 연구의 목적을 위해 217명의 자료를 수집하여 AMOS 22.0를 이용해 분석하였다. 연구결과, 기능적 결핍, 비용적 결핍, 대안매력도는 전환의도에 정(+)의 영향을 미치는 것으로 나타났으며 낮은 전환비용은 기능적 결핍, 비용적 결핍, 대안매력도와 전환의도 간의 관계 강화하는 것으로 나타났다. 본 연구의 결과는 스마트 가전에 주목하고 있는 기업에 소비자들을 유인하기 위해 고려해야 하는 요소들을 이해할 수 있는 유용한 정보 제공할 수 있을 것으로 기대한다.

접착제에 따른 Glued-in Rod 접합부 인발성능에 관한 실험 연구 (Experimental Study on Pull-out Strength of Glued-in Rods Connection according to Adhesive)

  • 박금성;오근영
    • 한국건축시공학회지
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    • 제22권2호
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    • pp.149-160
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    • 2022
  • 본 연구에서는 국내에서 생산되는 목재와 접착제를 활용한 Glued-in rod 접합부의 인발성능을 평가하고자 접착제의 종류, 철근의 매입깊이 및 매입방향을 고려한 인발성능 실험연구를 수행하였다. 실험결과, 액상형 접착제 사용 실험체가 더 우수한 인발성능을 보여주었으며, 철근의 매입깊이가 길어질수록 철근의 항복을 먼저 유도하여 높은 최대 인발하중을 보여주었다. 인발성능 실험결과를 통하여 철근의 항복강도보다 접착제의 부착강도를 더 강하게 설계하는 것이 유리한 Glued-in rod 접합부 설계식을 제안하였으며, 접착제의 부착강도의 시공오차를 고려한 보정계수 0.75 또한 제안하였다.

Design and Realization of a Digital PV Simulator with a Push-Pull Forward Circuit

  • Zhang, Jike;Wang, Shengtie;Wang, Zhihe;Tian, Lixin
    • Journal of Power Electronics
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    • 제14권3호
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    • pp.444-457
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    • 2014
  • This paper presents the design and realization of a digital PV simulator with a Push-Pull Forward (PPF) circuit based on the principle of modular hardware and configurable software. A PPF circuit is chosen as the main circuit to restrain the magnetic biasing of the core for a DC-DC converter and to reduce the spike of the turn-off voltage across every switch. Control and I/O interface based on a personal computer (PC) and multifunction data acquisition card, can conveniently achieve the data acquisition and configuration of the control algorithm and interface due to the abundant software resources of computers. In addition, the control program developed in Matlab/Simulink can conveniently construct and adjust both the models and parameters. It can also run in real-time under the external mode of Simulink by loading the modules of the Real-Time Windows Target. The mathematic models of the Push-Pull Forward circuit and the digital PV simulator are established in this paper by the state-space averaging method. The pole-zero cancellation technique is employed and then its controller parameters are systematically designed based on the performance analysis of the root loci of the closed current loop with $k_i$ and $R_L$ as variables. A fuzzy PI controller based on the Takagi-Sugeno fuzzy model is applied to regulate the controller parameters self-adaptively according to the change of $R_L$ and the operating point of the PV simulator to match the controller parameters with $R_L$. The stationary and dynamic performances of the PV simulator are tested by experiments, and the experimental results show that the PV simulator has the merits of a wide effective working range, high steady-state accuracy and good dynamic performances.

양방향 3상 푸쉬풀 ZVS DC-DC 컨버터 (A Bidirectional Three-phase Push-pull Zero-Voltage Switching DC-DC Converter)

  • 권민호;한국인;박준성;최세완
    • 전력전자학회논문지
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    • 제18권4호
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    • pp.403-411
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    • 2013
  • This paper proposes an isolated bidirectional three-phase push-pull dc-dc converter for high power application such as eco-friendly vehicles, renewable energy systems, energy storage systems, and solid-state transformers. The proposed converter achieves ZVS turn-on of all switches and volume of passive components is small by an effect of three-phase interleaving. The proposed converter has identical switching pattern for both boost and buck mode, and therefore can provide seamless characteristic at the mode transition. A 3kW prototype of the proposed converter has been built and tested to verify the validity of the proposed operation.

Bond properties of steel and sand-coated GFRP bars in Alkali activated cement concrete

  • Tekle, Biruk Hailu;Cui, Yifei;Khennane, Amar
    • Structural Engineering and Mechanics
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    • 제75권1호
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    • pp.123-131
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    • 2020
  • The bond performance of glass fibre reinforced polymer (GFRP) bars and that of steel bars embedded in Alkali Activated Cement (AAC) concrete are analysed and compared using pull-out specimens. The bond failure modes, the average bond strength and the free end bond stress-slip curves are used for comparison. Tepfers' concrete ring model is used to further analyse the splitting failure in ribbed steel bar and GFRP bar specimens. The angle the bond forces make with the bar axis was calculated and used for comparing bond behaviour of ribbed steel bar and GFRP bars in AAC concrete. The results showed that bond failure mode plays a significant role in the comparison of the average bond stress of the specimens at failure. In case of pull-out failure mode, specimens with ribbed steel bars showed a higher bond strength while specimens with GFRP bars showed a higher bond stress in case of splitting failure mode. Comparison of the bond stress-slip curves of ribbed steel bars and GFRP bars depicted that the constant bond stress region at the peak is much smaller in case of GFRP bars than ribbed steel bars indicating a basic bond mechanism difference in GFRP and ribbed steel bars.

A Current-Fed Parallel Resonant Push-Pull Inverter with a New Cascaded Coil Flux Control for Induction Heating Applications

  • Namadmalan, Alireza;Moghani, Javad Shokrollahi;Milimonfare, Jafar
    • Journal of Power Electronics
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    • 제11권5호
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    • pp.632-638
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    • 2011
  • This paper presents a cascaded coil flux control based on a Current Source Parallel Resonant Push-Pull Inverter (CSPRPI) for Induction Heating (IH) applications. The most important problems associated with current source parallel resonant inverters are start-up problems and the variable response of IH systems under load variations. This paper proposes a simple cascaded control method to increase an IH system's robustness to load variations. The proposed IH has been analyzed in both the steady state and the transient state. Based on this method, the resonant frequency is tracked using Phase Locked Loop (PLL) circuits using a Multiplier Phase Detector (MPD) to achieve ZVS under the transient condition. A laboratory prototype was built with an operating frequency of 57-59 kHz and a rated power of 300 W. Simulation and experimental results verify the validity of the proposed power control method and the PLL dynamics.