• 제목/요약/키워드: ground loading

검색결과 702건 처리시간 0.024초

차체 저항 점 용접부 피로수명 예측 (Estimation of Fatigue Strength in Resistance Spot Weldment of the Vehicle Body)

  • 손광재;양영수;조성규;장상균
    • Journal of Welding and Joining
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    • 제20권2호
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    • pp.59-64
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    • 2002
  • When the vehicle travels in an actual road, resistance spot weldments of the vehicle structure are exposed to complex loading state. Since the fatigue strength in resistance spot weldment of vehicle body can be determined by effect of residual stresses and loading state of driving, estimating actual loading state and considering residual stress effect are needed. In this study, Fatigue stress-fatigue life relation concerned residual stress effect was obtained by thermo elastic plastic finite element analysis. And applied loading in resistance spot weldments of vehicle body was calculated by dynamic analysis. Presumption of fatigue life was performed using proposed method

A Side-Fed Circularly-Polarized Patch Antenna with a Dielectric Loading

  • Jeong, Ji-Young;Choi, Seung-Mo;Enkhbayar, Bayanmunkh;Sodnomtseren, Ononchimeg;Ahn, Bierng-Chearl
    • Journal of electromagnetic engineering and science
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    • 제7권3호
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    • pp.122-128
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    • 2007
  • In this paper, we present the design and measurement of a side-fed circularly-polarized patch antenna with a dielectric loading. The antenna consists of a comer-truncated rectangular patch, an L-shaped ground plane, a dielectric loading material, and a coaxial probe. An antenna operating at the UHF band (910 MHz) for the RFID reader applications is optimized using a commercial software. The size of the patch is reduced by a factor of 1.73 by loading the patch with mono-cast(MC) nylon. Measurements of the fabricated antenna show performance characteristics comparable to those of much larger commercial RFID reader antennas.

저면돌출벽을 이용한 연약지반상 얕은기초의 지내력 증대 효과 (The Effect of Base Projecting Walls on the Bearing Capacity and Settlement of Shallow Foundations on Soft Ground)

  • 임종석;박승훈
    • 대한토목학회논문집
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    • 제33권4호
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    • pp.1523-1528
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    • 2013
  • 연약지반에 적용하여 인력 및 장비의 진입을 용이하게 함은 물론 나아가 가시설이나 소형구조물의 기초로서의 역할도 가능한 간편하고 효율적인 공법의 개발이 필요한 실정이다. 본 연구에서는 얕은기초에 설치되는 저면돌출벽의 지내력 증대 효과를 확인하고 간격과 길이에 따라 연약지반상 기초의 지내력이 어떻게 달라지는가를 알아보고자 하였다. 이를 위하여 재하장치가 설치된 토조에 연약지반을 조성하고 다양한 간격과 길이의 저면돌출벽을 가진 모형기초에 대해 재하시험을 실시하여 지지력과 침하량을 측정하였다. 그 결과 연약지반에서 얕은기초에 저면돌출벽을 장치하면 지내력 증대 효과를 얻을 수 있으며 돌출벽의 길이가 길수록, 개수가 증가할수록 전반적으로 지내력은 증가하는 양상을 보였다. 또한 저면돌출벽의 길이 대 폭 비가 1일 때 즉, 돌출벽과 기초 저면이 이루는 형상이 정사각형일 때 최적의 효과를 보이며 이 경우 지내력은 약 25% 증대된다.

Seismic response analysis of layered soils considering effect of surcharge mass using HFTD approach. Part Ι: basic formulation and linear HFTD

  • Saffarian, Mohammad A.;Bagheripour, Mohammad H.
    • Geomechanics and Engineering
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    • 제6권6호
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    • pp.517-530
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    • 2014
  • Seismic ground response analysis is one of the most important issues in geotechnical earthquake engineering. Conventional seismic site response and free field analysis of layered soils does not consider the effect of surcharge mass which may be present on the top layer. Surcharge mass may develop extra inertial force to the soil and, hence, significantly affect on the results of seismic ground response analysis. Methods of analysis of ground response may also be categorized into time domain and frequency domain concepts. Simplicity in developing analytical relations and accuracy in considering soil dynamic properties dependency to loading frequency are benefits of frequency domain analysis. In this part of the paper, seismic ground response is analyzed using transfer function method for soil layers considering surcharge mass on the top layer. Equation of motion, wave equation, is solved using amended boundary conditions which effectively take the impact of surcharge mass into account. A computer program is developed by MATLAB software based on the solution method developed for wave equation. Layered soils subjected to earthquake loading were numerically studied and solved especially by the computer program developed in this research. Results obtained were compared with those given by DEEP SOIL computer program. Such comparison showed the accuracy of the program developed in this study. Also in this part, the effects of geometrical and mechanical properties of soil layers and especially the impact of surcharge mass on transfer function are investigated using the current approach and the program developed. The efficiency and accuracy of the method developed here is shown through some worked examples and through comparison of the results obtained here with those given by other approaches. Discussions on the results obtained are presented throughout in this part.

토목섬유로 보강된 반원형상의 확대기초의 설계법 (Design Method of Spread Footing of Semicircular Shape Reinforced by Geosynthetics)

  • 주재우;이승은;박종범;김기성
    • 한국지반신소재학회논문집
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    • 제3권4호
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    • pp.41-48
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    • 2004
  • 최근 들어 기초지반 하부를 보강하는 방법으로 4층 또는 5층으로 보강재를 수평으로 배치하여 지지력을 증가시키는 공법이 연구되고 있다. 본 연구에서는 기초하부 지반을 보강함으로서 지반이 갖는 전단강도 정수를 증가시키는 방법을 검토한 것이다. 그래서 지반을 구형 또는 반원형으로 토목섬유를 사용하여 감싸는 공법을 개발하게 되었는데 이는 흡사 확대기초 밑에 또 하나의 확대기초가 존재하는 양상이 된다. 이러한 토목섬유보강 확대기초의 지지력에 대한 메카니즘을 검토하기 위해서 알루미늄봉을 이용한 모형재하시험을 실시하였다. 모형재하시험에서 제안된 토목섬유보강 확대기초를 만들어서 하중을 직접 재하함으로서 극한지지력의 증가정도를 확인하였으며, 또한 격자표시법에 의해 지반의 점들이 이동하는 방향 등을 점검하였고, B-Shutter 촬영법을 이용하여 소성파괴가 일어나는 영역을 확인하였다.

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Effects of Fatigue Induction on Ground Reaction Force Components, Postural Stability, and Vertical Jump Performance in Taekwondo Athletes

  • Hyun, Seung-Hyun;Kim, Young-Pyo;Ryew, Che-Cheong
    • 한국운동역학회지
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    • 제26권2호
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    • pp.143-151
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    • 2016
  • Objective: The purpose of this study was to investigate the effect of fatigue induction on ground reaction force (GRF) components, postural stability, and vertical jump performance in Taekwondo athletes. Method: Ten Taekwondo athletes (5 men, 5 women; mean age, $22.30{\pm}2.62years$; mean height, $174.21{\pm}9.20cm$; mean body weight, $67.28{\pm}12.56kg$) participated in this study. Fatigue was induced by a short period of strenuous exercise performed on a motorized treadmill. The analyzed variables included vertical jump performance, static stability (mediolateral [ML], center of pressure [COP], anteroposterior [AP] COP, ${\Delta}COPx$, ${\Delta}COPy$, and COP area), postural stability index values (ML stability index [MLSI], AP stability index [APSI], vertical stability index [VSI], dynamic postural stability index [DPSI]), and GRF components (ML force, AP force, peak vertical force [PVF], and loading rate). To analyze the variables measured in this study, PASW version 22.0 was used to calculate the mean and standard deviation, while a paired t-test was used to evaluate the pre- versus post-fatigue results. Pearson's correlation coefficients among variables were also analyzed. The statistical significance level was set at ${\alpha}$ = .05. Results: Vertical jump performance decreased significantly after the induction of fatigue, while AP COP, ${\Delta}COPx$, COP area, APSI, VSI, and DPSI increased significantly. PVF and loading rate increased significantly after the induction of fatigue, while the postural stability variables (AP COP, ${\Delta}COPy$, COP area, APSI, VSI, DPSI) were similarly correlated with GRF components (PVF, loading rate) after fatigue was achieved (r = .600, $R^2$ = 37%). Conclusion: These results suggest that the induction of fatigue can decrease postural stability and exercise performance of Taekwondo athletes during training and competition sessions.

계단내리기 시 우세·비우세 체지의 가방착용과 무게변화에 따른 지면반력 파라미터 분석 (Analysis of the Ground Reaction Force Parameters According to the Change of Position and Weights of Bag during Downward Stairs Between Dominant and Non-dominant in Upper & lower limbs)

  • 현승현;이애리;류재청
    • 한국운동역학회지
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    • 제24권1호
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    • pp.43-50
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    • 2014
  • The purpose of this study was to analyze of the GRF (ground reaction force) parameters according to the change of positions and weights of bag during downward stairs between dominant and non-dominant in upper & lower limbs. To perform this study, participants were selected 9 healthy women (age: $21.40{\pm}0.94yrs$, height: $166.50{\pm}2.68cm$, body mass: $57.00{\pm}3.61kg$, BMI: $20.53{\pm}1.03kg/m^2$), divided into 2 carrying bag positions (dominant arm/R, non-dominant arm/L) and walked with 3 type of bag weights (0, 3, 5 kg) respectively. One force-plate was used to collect GRF (AMTI OR6-7) data at a sample rate of 1000 Hz. The variables analyzed were consisted of the medial-lateral GRF (Fx), anterior-posterior GRF (Fy), vertical GRF (Fz), impact loading rate and center of pressure (COPx, COPy, COP area, COPy posterior peak time) during downward stairs. 1) The Fx, Fy, Fz, COPx, and COP area of GRF were not statistically significant between dominant leg and non-dominant leg, but non-dominant leg, that is, showed the higher COPy, and showed higher impact loading rate than that dominant leg during downward stairs. 2) In bag wearing to non-dominant arm, Fx, Fz, COPx, COPy, impact loading rate and COP area showed increase tendency according to increase of bag weights. Also, against bag wearing to dominant arm, non-dominant showed different mechanism according to increase of bag weights. The Ground Reaction Force parameters showed different characteristics according to the positions and weights of bag during downward stairs between dominant and non-dominant arm.

Alternative reliability-based methodology for evaluation of structures excited by earthquakes

  • Gaxiola-Camacho, J. Ramon;Haldar, Achintya;Reyes-Salazar, Alfredo;Valenzuela-Beltran, Federico;Vazquez-Becerra, G. Esteban;Vazquez-Hernandez, A. Omar
    • Earthquakes and Structures
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    • 제14권4호
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    • pp.361-377
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    • 2018
  • In this paper, an alternative reliability-based methodology is developed and implemented on the safety evaluation of structures subjected to seismic loading. To effectively elaborate the approach, structures are represented by finite elements and seismic loading is applied in time domain. The accuracy of the proposed reliability-based methodology is verified using Monte Carlo Simulation. It is confirmed that the presented approach provides adequate accuracy in calculating structural reliability. The efficiency and robustness in problems related to performance-based seismic design are verified. A structure designed by experts satisfying all post-Northridge seismic design requirements is studied. Rigidities related to beam-to-column connections are incorporated. The structure is excited by three suites of ground motions representing three performance levels: immediate occupancy, life safety, and collapse prevention. Using this methodology, it is demonstrated that only hundreds of deterministic finite element analyses are required for extracting reliability information. Several advantages are documented with respect to Monte Carlo Simulation. To showcase an applicability extension of the proposed reliability-based methodology, structural risk is calculated using simulated ground motions generated via the broadband platform developed by the Southern California Earthquake Center. It is validated the accuracy of the broadband platform in terms of structural reliability. Based on the results documented in this paper, a very solid, sound, and precise reliability-based methodology is proved to be acceptable for safety evaluation of structures excited by seismic loading.

반복하중을 받는 철도노반 보수용 급속 팽창재료의 거동 (Behavior of Rapidly Expansion Materials for Maintenance Railroad Bed Subjected to Cyclic Loading)

  • 이준대;신은철
    • 한국지반환경공학회 논문집
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    • 제10권2호
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    • pp.45-50
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    • 2009
  • 지반이 연약하거나 지하수 유동에 따른 응력의 변화로 인하여 부등침하가 발생하면 구조물이 경사지거나 변형되어 균열이 발생하게 된다. 부등침하로 인하여 구조물의 기초부분이 변형되면, 지반의 지지력을 보강하는 방법으로 현재 까지 국내에서 주로 그라우팅공법을 사용하였다. 그러나 이 공법은 보강효과가 장기간동안 지속되지 못하며, 원하는 강도를 발휘하기 위해서는 오랜 시간이 필요한 단점이 있다. 급속팽창재료(GPCON) 주입공법은 기계적 물성 및 내구성이 우수하며 시공이 간편한 장점을 지니고 있으며 고결시간도 매우 빨라 하부지반에 물질을 분사하여 흙입자 사이의 지반 간극을 채움과 동시에 팽창 고결하여 지지력과 전단력을 증가시킬 수 있는 공법이다. 본 연구에서는 고밀도 급속 팽창 지피콘을 이용하여 반복 하중에 의한 변형특성과 진동 저감효과를 분석하고 철도 및 지하철에서 기초침하 복원성을 평가하였다.

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지진하중에 의한 방수제 구조물의 내진성능 평가를 위한 실험적 연구 (Experimental Study on Seismic Performance Evaluation of Lake Dike Structures under Earthquake Loading)

  • 신은철;강현회;김태진;채영수;박정준
    • 한국지반신소재학회논문집
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    • 제10권3호
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    • pp.53-62
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    • 2011
  • 본 연구에서는 방수제 구조물 및 하부지반에 대하여 1/100 축소모형의 비율을 갖는 토조를 제작, 설계지진 가속도 0.154g의 진동하중 적용시 진동대 모형실험을 통하여 구조물의 거동특성과 내진 안정성을 평가하였다. 실제 시공순서를 재현하여 완성 후 진동대 모형토조 하부에 설정된 지진하중을 발생시켜 지진에 의한 하부지반과 방수제 구조물의 상호작용을 분석하였다. 즉, 구조물의 수평 및 수직 변위, 구조물 하부지반에 작용하는 간극수압 변화, 하부지반 및 방수제 구조물의 최대가속도 변화량 측정 등 계측결과를 비교 분석하여 내진 안정성을 판단하였다.