• 제목/요약/키워드: load testing

검색결과 1,275건 처리시간 0.031초

PHC 말뚝의 하중전이실험을 통한 참 지지력의 산정 (Determination of True Resistance from Load Transfer Test Performed on a PHC Pile)

  • 김성렬;정성교
    • 한국지반공학회논문집
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    • 제22권11호
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    • pp.113-122
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    • 2006
  • 국내에서 말뚝 정재하 실험이 수많이 수행되고 있지만, 그 결과의 활용도가 낮아서 재하실험 방법과 분석방법 등에 대하여 재고할 필요성이 제기되고 있다. 본 연구에서는 두터운 연약지반 하부의 모래층에 PHC 말뚝 선단을 지지시킨 후 하중전이 정재하 실험을 수행하였다. 말뚝의 설치 이후에 장기간에 걸쳐 주면 마찰력을 측정하였으며, 국내에서 보편적으로 적용되고 있는 재하법과는 다른 급속재하법에 의하여 정재하실험을 실시하였다 그 실험결과를 이용하여 말뚝의 탄성계수, 잔류응력 및 참 지지력을 산정하였다. 결과적으로, 재하실험 전에 말뚝에 존재하는 잔류하중이 주면 마찰력과 선단지지력에 크게 영향을 미친다는 사실을 확인할 수 있었다. 또한, 점성토 지반에서의 장대말뚝에 대해서는 지반의 강도회복(setup) 효과가 매우 크다는 사실을 알 수 있었다.

Investigation of shear behavior of soil-concrete interface

  • Haeri, Hadi;Sarfarazi, Vahab;Zhu, Zheming;Marji, Mohammad Fatehi;Masoumi, Alireza
    • Smart Structures and Systems
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    • 제23권1호
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    • pp.81-90
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    • 2019
  • The shear behavior of soil-concrete interface is mainly affected by the surface roughness of the two contact surfaces. The present research emphasizes on investigating the effect of roughness of soil-concrete interface on the interface shear behavior in two-layered laboratory testing samples. In these specially prepared samples, clay silt layer with density of $2027kg/m^3$ was selected to be in contact a concrete layer for simplifying the laboratory testing. The particle size testing and direct shear tests are performed to determine the appropriate particles sizes and their shear strength properties such as cohesion and friction angle. Then, the surface undulations in form of teeth are provided on the surfaces of both concrete and soil layers in different testing carried out on these mixed specimens. The soil-concrete samples are prepared in form of cubes of 10*10*30 cm. in dimension. The undulations (inter-surface roughness) are provided in form of one tooth or two teeth having angles $15^{\circ}$ and $30^{\circ}$, respectively. Several direct shear tests were carried out under four different normal loads of 80, 150, 300 and 500 KPa with a constant displacement rate of 0.02 mm/min. These testing results show that the shear failure mechanism is affected by the tooth number, the roughness angle and the applied normal stress on the sample. The teeth are sheared from the base under low normal load while the oblique cracks may lead to a failure under a higher normal load. As the number of teeth increase the shear strength of the sample also increases. When the tooth roughness angle increases a wider portion of the tooth base will be failed which means the shear strength of the sample is increased.

Novel Claw Pole Eddy Current Load for Testing DC Counter Rotating Motor - Part II: Design and Modeling

  • Kanzi, Khalil;Roozbehani, Sam;Dehafarin, Abolfazl;Kanzi, Majid
    • Journal of international Conference on Electrical Machines and Systems
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    • 제1권4호
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    • pp.412-418
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    • 2012
  • Eddy current brakes are electromechanical devices used as variable mechanical loads for testing electrical machines. Accurate modeling of eddy current loss is an important t factor for optimum design of eddy brake systems. In this second part, we propose novel formulations of eddy current loss in novel claw-pole eddy brake system. The proposed model for eddy current loss in novel claw-pole eddy brake system depends on the size of the claw poles. Also, in this paper, the flux density is measured by using the magnetic circuit of the novel claw pole. The model results are compared with experimental results and they are found to be in good agreement.

차량용 주석 도금된 구리 커넥터에서 미세진동에 의한 전기접촉 저항변화에 관한 연구 (A study on change in electric contact resistance of the tin-plated copper connector of automotive sensor due micro-vibration)

  • 유환신;박형배
    • 한국항행학회논문지
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    • 제12권6호
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    • pp.653-658
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    • 2008
  • 자동차에 적용되는 각종 전자 부품의 복잡도는 21세기를 맞이하면서 급속도로 변화하고 있다. 특히, 각종 전기, 전자 시스템의 급증은 자동차의 안전과 직결되는 문제로 인식되고 있다. 차량의 전장 및 전자부품을 연결해주는 커넥터는 인간의 신경망과 같아서 조그마한 접촉 불량도 차량의 운전에 심각한 영향을 미칠 수 있다. 차량의 진동과 커넥터 단자의 열 변형으로 인한 프레팅 부식은 산화막을 형성하여 접촉저항을 증가시키고 특히 산화층은 진접촉면적의 감소와 상승저항 등 터널 효과에서 급격한 상승을 보이는 결과로 제어신호를 왜곡하여 작동기의 동작오류를 초례한다. 본 논문에서는 이러한 프레팅 부식 현상을 검증하기 위한 주석으로 도금된 구리 커넥터에 스텝핑 모터를 사용하여 일정한 변위를 갖는 미세 진동을 유발하여 프레핑 부식의 진행과 접촉저항의 변화를 고찰하여 이에 대한 대비책을 강구하고자 한다.

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납착강도 충격시험 평가법에 관한 연구 (A Research on Evaluation Methods of Testing Impact of the Strength of Soldering)

  • 김사학
    • 대한치과기공학회지
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    • 제21권1호
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    • pp.55-65
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    • 1999
  • So far, I Conducted an examination with focus on the type, characteristic, and test methods of impact test. which is a type of mechanical that evaluate materials. As mentioned previously, in testing soldering strength of soldering is the load when the object under experiment is broken down with the result of flexibility test or peel test. In this method, a hevay load is necessary until alloy of parent metal is bended, if the alloy of the parent metal has a large mechanical quality(peel strength or resisting power). Once the alloy of the parent metal is bended, however, it tends to come into pieces abruply form the part where soldered. Therefore, a metal has a high breakdown value if the degree of strength of its parent metal is high even if the result of measurement indicates otherwise. Thus, the result of the test did not correspond to the clinical result. Therefore, this study concludes as the following from a test of strength of soldering by mean of conducting an impact test, which is a type of mechanical evaluation methods : 1. Among various impact tests, a charpy thpe is more appropriate than the izod type in testing strength of soldering. 2. As far as test piece is concerned, to use subsized impact test piece is appropriate in the impact test in that it does not have notch. 3. In the matter of analysis, it is appropriate to measure absorbing energy which results from rupture of test piece.

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일부하 곡선을 이용한 배전계통 구간부하 관리방법 (A Section Load Management Method using Daily Load Curve in Distribution Systems)

  • 임성일
    • 조명전기설비학회논문지
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    • 제26권6호
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    • pp.47-52
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    • 2012
  • DAS(Distribution Automation System) is equipped with several software applications such as service restoration, loss minimization, and protective relay coordination. The software applications of DAS are very sensitive to the amount of section load being carried by a particular section of distribution lines. Moreover, each software application requires a different parameter of the section load according to its purpose. Therefore, This paper proposes a new section load management method using real-time measurement data of the distribution lines. In order to provide accurate data to DAS applications, this method considers section loads in terms of the relationship of power versus time. In order to establish that the proposed method is feasible, a performance-testing simulator was developed, and case studies were conducted for a modified real distribution network.

혼합모드 하중하의 A5052 합금판재에서의 피로시험에 관한 연구 (A Study on the Fatigue Test in A5052 Alloy Sheet Under Mixed Mode Loading)

  • 구재민
    • 대한기계학회논문집A
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    • 제26권5호
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    • pp.828-834
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    • 2002
  • In this paper, for the mixed mode fatigue problem, the method of determining testing load was proposed. It is based on the plastic zone size and the limited maximum stress intensity factor by ASTM STANDARD E 647-00. The application method of maximum tangential stress criterion and the stress intensity factor for the finite width specimen was proposed. In the result of applying the method to mixed mode fat gut test for A5052 H34, it obtained the satisfactory experimental results on the stable crack growth.

Complete collapse test of reinforced concrete columns

  • Abdullah, Abdullah;Takiguchi, Katsuki
    • Structural Engineering and Mechanics
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    • 제12권2호
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    • pp.157-168
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    • 2001
  • In this paper, experimental investigation into the behavior of reinforced concrete (RC) columns tested under large lateral displacement with four different types of loading arrangements is presented. Each loading arrangement has a different system for controlling the consistency of the loading condition. One of the loading arrangements used three units of link mechanism to control the parallelism of the top and bottom stub of column during testing, and the remaining employed eight hydraulic jacks for the same purpose. The loading systems condition used in this investigation were similar to the actual case in a moment-resisting frame where the tested column was displaced in a double curvature. Ten model column specimens, divided into four series were prepared. Two columns were tested monotonically until collapse, and unless failure took place at an earlier stage of loading, the remaining eight columns were tested under cyclic loading. Test results indicated that the proposed system to keep the top and bottom stubs parallel during testing performed well.

양방향재하시험의 국외 적용 사례 (A Case Study on Application of O-cell Test in Oversea)

  • 이원제;토마스몰니트
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2006년도 추계 학술발표회
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    • pp.593-602
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    • 2006
  • 대구경 현장타설말뚝에 대한 시험하중의 증가와 함께 적용이 활성화되고 있는 오스터버그 셀(Osterberg cell)방식이 적용된 국외의 4 개소 시험결과에 대하여 소개하였다. 사례연구의 대상이 된 4 개소 시험말뚝은 일반적인 시험보다는 결과상의 특징이 있어 현재 및 향후 동일한 시험방법이 적용될 경우 고려될 수 있는 내용을 중심으로 기술하였다. 이들 말뚝시험에서는 가장 전형적으로 지지력의 균형이 이루어져 말뚝의 극한현상이 발생되지 않아 설계하중을 충분히 확인한 경우뿐 아니라 선단지지력이 부족하여 선단 그라우팅 후 재시험을 한 경우, O-cell을 말뚝의 선단에 가장 근접하여 설치 한 후 시험한 경우, 그리고 다단면(multi-level test)시험이 수행되었던 예 등을 살펴보았다.

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스테인리스 차체의 시험에 의한 구조강도 평가 (An evaluation of structural strength by testing the carbody of stainless steel material)

  • 윤성철;전창성;김원경
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2007년도 춘계학술대회 논문집
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    • pp.1523-1526
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    • 2007
  • This study introduces the testing results of the carbody. The load test was performed to evaluate the structural characteristic and stability of the stainless carbody. The carbody is made of stainless steel. The body structure consisted of side frame, under frame, roof frame, and end frame. Of these components, the side frame and under frame were the most important components considering the vehicle and passenger loads. Loading test were performed under the condition based on "Performance Test Standard for Electrical Multiple Unit". The test results showed that the body structure is safe and stable under the condition of designed load.

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