• Title/Summary/Keyword: fatigue load

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A case study for the asphalt damage with the subsidence (도로 침하에 따른 아스팔트 파손에 대한 연구)

  • Kang, In-Won;Cho, Sang-Hoon;Sim, Chul-Woo;Kim, Dong-Chul
    • Journal of the Korea Safety Management & Science
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    • v.14 no.3
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    • pp.175-181
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    • 2012
  • This example was able to focus on the long usage of the pavement that it was merely through the oxidation of the asphalt pavement which it could contact with on the road in the industrial housing complex and correlation regulation of the asphalt subsidence with the load in basic Infra of the configuration. The problem in conjunction with the subsidence (transformation) was interpreted as a problem of the subsidence of each pavement layer to lead the subsidence of the road or the transformation to packaging side asphalt pavement, but the traffic number of times of the heavy vehicle highlights for main problems with the road where is concentrated. In the case of general asphalt paving, it thinks it exposes light, and to study a general phenomenon for the asphalt transformation and a cause for a pavement construction method and the property of material used for pavement and a complement method by the case study at this time of the compound with the heavy vehicle traffic that it can become clear that small success transformation occurs at a point in time when 1-2 years more pass, and a fatigue rift occurs by ultraviolet rays, the oxidation with the contact with the air afterwards, and described beginning to use by the above.

Design of a ship model for hydro-elastic experiments in waves

  • Maron, Adolfo;Kapsenberg, Geert
    • International Journal of Naval Architecture and Ocean Engineering
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    • v.6 no.4
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    • pp.1130-1147
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    • 2014
  • Large size ships have a very flexible construction resulting in low resonance frequencies of the structural eigen-modes. This feature increases the dynamic response of the structure on short period waves (springing) and on impulsive wave loads (whipping). This dynamic response in its turn increases both the fatigue damage and the ultimate load on the structure; these aspects illustrate the importance of including the dynamic response into the design loads for these ship types. Experiments have been carried out using a segmented scaled model of a container ship in a Seakeeping Basin. This paper describes the development of the model for these experiments; the choice was made to divide the hull into six rigid segments connected with a flexible beam. In order to model the typical feature of the open structure of the containership that the shear center is well below the keel line of the vessel, the beam was built into the model as low as possible. The model was instrumented with accelerometers and rotation rate gyroscopes on each segment, relative wave height meters and pressure gauges in the bow area. The beam was instrumented with strain gauges to measure the internal loads at the position of each of the cuts. Experiments have been carried out in regular waves at different amplitudes for the same wave period and in long crested irregular waves for a matrix of wave heights and periods. The results of the experiments are compared to results of calculations with a linear model based on potential flow theory that includes the effects of the flexural modes. Some of the tests were repeated with additional links between the segments to increase the model rigidity by several orders of magnitude, in order to compare the loads between a rigid and a flexible model.

Logicality Estimate for Domestic the Periodic Replacement Criteria of CWR based on Accumulated Passing Tonnage (누적통과톤수에 의한 국내 레일교체기준의 타당성 평가)

  • Park, Yong-Gul;Suh, Sang-Kyo;Choi, Jung-Youl
    • Journal of the Korean Society for Railway
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    • v.11 no.3
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    • pp.326-333
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    • 2008
  • This study is objected by presenting preliminary data to revise the periodic replacement criteria of continuous welded rail (CWR) in using. In this study, it is investigated information resources for foreign standards, the cause and types of damage in welded rails and the track maintenance history of Seoul metro to analysis the correlation between rail failure and accumulated passing tonnage. Also, it is performed bending test for the laid welded rail reaching the periodic replacement criteria. In result, the correlation between rail failure and accumulated passing tonnage is not obvious and it is a lot of cases for the construction error of welded rail. Also, as a result of bending test of laid welded rail, according to reducing about $17{\sim}18%$ the bending fracture strength of rail, the laid welded rail reaching the periodic replacement criteria is well enough ensured for the load carrying capacity of rail.

Design and Optimization of an Knee Joint of Fully-active Transfemoral Prosthesis for Stair Walking (계단 보행을 위한 능동형 대퇴의지 무릎 관절의 설계 및 최적화)

  • Ahn, Hyoung-Jong;Lee, Kwang-Hee;Hong, Yi;Lee, Chul-Hee
    • Journal of rehabilitation welfare engineering & assistive technology
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    • v.10 no.1
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    • pp.65-72
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    • 2016
  • In this study, a fully active transfemoral prothesis with a knee joint is designed considering stair walking conditions. Since the torque at the knee joint required for stair walking condition is relative high compared with the one in normal walking condition, the proposed design has high torque generating mechanism. Moreover, the transfemoral prothesis is designed in compact size to reduce its weight, which is related to comfortable fit and fatigue of patients. Flat type BLDC motor is used for simple and compact structure and various components are used to generate required torque with target working angle and speed. The weight reduction of structure is carried out using optimization method after the initial design process is complete. The optimization is conducted under the load conditions of stair walking. The optimized design is validated via finite element analysis and experiments. As a result, the weight is reduced using topology and shape optimization but maintaining the safety of structure. Also the space efficiency is improved due to its compact size.

The Effect of Kinesio Taping and Icing on Blood Lactate Density and Heart Rate Recover Pace After Shuttle Run Test (키네시오 테이핑과 아이싱 처치가 셔틀런 테스트 후 혈중 젖산 농도 및 심박수의 회복속도에 미치는 영향)

  • Heo, Seung-Jae;Kim, Yong-Jin
    • Journal of Digital Convergence
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    • v.14 no.6
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    • pp.431-438
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    • 2016
  • This study will be targeting 21-24 years old college students majoring in physical education. This study covers the effect of kinesiology taping and icing treatment on the recovery rate of blood lactate concentration, and cardiovascular function so that it can provide the basic data for improving physical performance. As a result of this study, Kinesio taping and icing aid the recovery rate of the maximum load of lactic acid recovery rate and 30 minutes after exercise heart rate after exercise, but increased, after 15 minutes, immediately after exercise heart rate, exercise lactate and heart rate, and 30 minutes after exercise lactate showed no difference. In conclusion, Kinesio taping and icing treatment, reduce pain and fatigue but it is not satisfactory. Further study, applying a more accurate and technical form of exercise programs needs to continuously research the effects of Kinesio taping and icing treatment

Research of Body Pressure Distribution Change with the Use of BackJoy and Satisfaction of Human Sensibility

  • Kim, Kwangoh;Yoon, Jungmin;Ahn, Sungyong;Kim, Daseuran;Park, Peom
    • Journal of the Ergonomics Society of Korea
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    • v.33 no.1
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    • pp.59-68
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    • 2014
  • Objective: The aim of this study is to investigate the effect of BackJoy on how it effectively reduces the physical load generated in a posture in which the user sits, increases user's comfort and satisfaction, and maintains the correct posture. Background: Because of development of science and economic development, most office workers and students spend about 75% of their working time in chairs. However most of them have a poor posture. Method: This experiment conducted measurement using a pressure mat and surveyed to evaluate fatigue level, satisfaction and comfort of sit. The study is experimented 20 male and 14 female participants. The participants carried out four different types of tasks and each task took 20 minutes long. Results: In the case of experiment results before and after the use of BackJoy, average pressure, contact area and pressure per unit area appear to prove that using BackJoy is more effective. Conclusion: Through this study, the BackJoy's effects for the maintenance of good posture and loads that occur in the body are reduced. In the future study, there are some researches needed for various verifications using an EMG sensor that shows loads of vertebrae and we need to analyze each group of the participants by dividing them. Application: The evaluation method used in this study can be applied to evaluating ergonomic chairs.

Optimal Design of Lightweight Frame for Heavy Flat-Bed Trailer by Using Taguchi Method (다구찌기법을 이용한 대형 평판트레일러 하부프레임 경량설계)

  • Kim, Jin-Gon;Yoon, Min-Su
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.34 no.3
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    • pp.353-359
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    • 2010
  • For achieving economical fuel consumption, an increase in the load bearing capacity, and for environmental conservation, there is a constant demand for lightweight frames of commercial vehicles used in the transportation industry. In this study, a structural analysis of the frame of a heavy flat-bed trailer was performed to determine the optimal design of a new lightweight frame made of high-strength steel. To identify the key design parameters of the trailer frame, Taguchi's orthogonal array was used in the experiments. Using ANSYS, a commercial FEA program, the frame structure was optimized with respect to stress, deflection, and torsional stiffness by performing stress and vibration analyses. A physical model of the trailer was also built to verify the validity of the numerical analyses. Finally, an on-road fatigue test of the new lightweight frame made of the high-strength steel, ATOS80, was performed to confirm the durability of the new design.

An Exploration about Current Nursing Handover Practice in Korean Hospitals (국내 병원에서 이루어지고 있는 인수인계 현황에 대한 조사연구)

  • Kim, Seonho;Kim, Eun Man;Choi, Yun Kyoung;Lee, Hyang Yuol;Park, Mi Mi;Cho, Eui Young;Kim, Eul Soon
    • Journal of Korean Clinical Nursing Research
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    • v.19 no.2
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    • pp.181-194
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    • 2013
  • Purpose: Examining current status of nursing intershift handover practice would provide opportunity to identify areas in need of improvement. The aim of this study was to describe nursing intershift handover practice in Korean hospitals. Methods: A cross-sectional survey using questionnaire was used to collect data. A total of 788 nurses working in general hospitals had participated. Results: More than half of the nurses participated responded that they used kardex for verbal handover (51.8%). The average time took for handover was 40.2 minutes (SD=14.7). Only 5.8% of nurses were satisfied with intershift handover practice. 72.9% of respondents did not have manuals for handover and 86% of nurses considered intershift handover manuals were necessary. Most nurses considered intershift handover pratice as an important component for patient safety (99.2%). The causes of handover error were interruption during handover, high work load, and stress/fatigue of nurses. Conclusion: The findings of this study indicated a need to develop handover practice guidelines which outline pertinent details. Intershift handover practice guidelines could provide consistency and structure to the information that is handed over.

Static Performance Test for New Wave Dissipating Block Reinforced with FRP (FRP로 보강된 신형 소파블록의 정적 성능 실험)

  • Paik, In-Yeol;Oh, Young-Min
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.23 no.4
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    • pp.285-291
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    • 2011
  • In this study the mechanical performance of the new wave dissipating block is evaluated through experiment and numerical analysis. Also, by selecting adequate reinforcement, the improvement of the structural performance is examined. The reinforcement is designed by predicting the amount of tensile force and the location where the tensile stress develops in the new wave dissipating block through numerical analysis. The new wave dissipating block is reinforced with the ordinary steel bars and the fiber reinforced plastic(FRP) bars which have advantages in ocean environment in terms of corrosion and fatigue. The test result shows that the fracture resistance of the un-reinforced concrete block is 350 kN which is about 6.2 times that of the weight of the block. All the test blocks which are reinforced by either steel of FRP bars show strength capacity of over 900 kN which is the maximum load of the test equipment. Although the single reinforcement with larger-diameter bars has advantage in terms of construction convenience, it is recommended to use multiple number of smaller-diameter bars in order to reduce the crack width.

Responses and Stresses of Structural Vibration of a Camshaft (캠축의 구조 진동 응답 및 응력)

  • Choi, Myung-Jin
    • The Journal of the Acoustical Society of Korea
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    • v.32 no.3
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    • pp.208-213
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    • 2013
  • To get vibration responses, a camshaft is modelled as an unbalanced multiple rotor bearing system. Because of complex geometry and complicated load conditions, the finite element method is used. After the finite element equation of the system is constructed, Newmark's method is used to get the vibration responses. Whirl vibration responses of a V-8 engine camshaft are estimated and compared with measured responses. After the fluctuating stresses are obtained, fatigue analysis is performed based upon the modified Goodman's equation. Stress concentration effects are considered. In the whirl vibration of camshafts, the bending effect is dominant, and the bending deformation is dependent upon the span length between the adjacent bearing journals. For high speeds, the fluctuations of excitation forces are large, and it is known that nonlinear time varying bearing coefficients should be used for analysis.