• Title/Summary/Keyword: 진동응력

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Torsional Vibration Stress Analysis for Shafting in Reciprocating Machine by Transfer Stiffness Coefficient Method (전달강성계수법에 의한 왕복 기계 축계의 비틀림진동 응력해석)

  • 최명수
    • Transactions of the Korean Society for Noise and Vibration Engineering
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    • v.14 no.8
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    • pp.749-756
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    • 2004
  • While designing shafting in reciprocating machines with internal combustion engines which derive generators, pumps, and vehicles, it is very important to calculate the additional stress of shafting by torsional vibration. In this paper, the transfer stiffness coefficient method which is based on the successive transfer of stiffness coefficient was applied to the calculation of the additional stress of shafting in reciprocating machine by torsional vibration. In order to confirm the effectiveness of the present method, a propulsion shafting with a diesel engine in a vessel was considered as the computational example of shafting in reciprocating machine. The results calculated by the present method were compared with those of the modal analysis method, the mechanical impedance method, and free vibration analysis.

Critical-speed Increase of Optical Disk by Applying Residual Stresses (잔류응력 부과에 의한 광디스크의 임계속도 증가)

  • Kim, Nam Woong;Na, Sang Sik
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.14 no.5
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    • pp.2092-2099
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    • 2013
  • Through the data transfer race in industry since 1990s, the operational speed of optical disk drive(ODD) becomes commonly over 10,000 rpm. Such high speed operation inevitably causes the vibration, which is also the disturbances in the read-write process of pick-up servo-controller. Generally the vibration disturbance problem can be solved by the vibration isolation using the rubber mount and the increase of robustness of the pick-up servo-controller. Optical disk itself has not been targeted for the vibration reduction, because it is manufactured under the standardized format. In this paper we focused on the increase of critical speed of optical disk, that is, the improvement of dynamic characteristics, with the control of residual stresses which are come from the injection molding process. To do this, first, the residual stresses induced from the injection molding process are calculated using finite element method. The major design parameters of the process conditions are flow rate and melt temperature, which control the residual stresses in optical disk. Second, the critical speed of optical disk is calculated with modal analysis considering residual stress distributions. It was found out that the critical speed can be improved by the control of operational parameters in the injection molding process.

The corrosion of the opaque zone induced under stress oscillation in PET film (PET 필름에서 응력 진동으로 유도된 불투명 존의 부식)

  • 이종영;윤석영;박찬영;박성수
    • Journal of the Korean Crystal Growth and Crystal Technology
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    • v.10 no.5
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    • pp.367-372
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    • 2000
  • The film-type specimen of poly ethylene terephthalate (PET) was stepwise elongated under tension with various speed range of about 0.5~500 mm/min, and then the necking behavior during its plastic deformation was observed. When elongated at the speed range of about 20~100 mm/min, stress oscillation was apparently occurred in the stress-strain curve. When elongated at the speed range of about 200~500 mm/min, stress oscillation was not did. The transparent/opaque zone and cross-section area in the specimen elongated at the speed of about 50 mm/min were examined using the optical microscopy and scanning electron microscopy. The corrosion characteristic of the specimen elongated at the speed of about 50 mm/min in 3.8 M NaOH alkali solution was examined using the optical microscopy.

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Dynamic response of segment lining due to train-induced vibration (세그먼트 라이닝의 열차 진동하중에 대한 동적 응답특성)

  • Gyeong-Ju Yi;Ki-Il Song
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.25 no.4
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    • pp.305-330
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    • 2023
  • Unlike NATM tunnels, Shield TBM tunnels have split linings. Therefore, the stress distribution of the lining is different even if the lining is under the same load. Representative methods for analyzing the stress generated in lining in Shield TBM tunnels include Non-joint Mode that does not consider connections and a 2-ring beam-spring model that considers ring-to-ring joints and segment connections. This study is an analysis method by Break-joint Mode. However, we do not consider the structural role of segment lining connections. The effectiveness of the modeling is verified by analyzing behavioral characteristics against vibration loads by modeling with segment connection interfaces to which vertical stiffness and shear stiffness, which are friction components, are applied. Unlike the Non-joint mode, where the greatest stress occurs on the crown for static loads such as earth pressure, the stress distribution caused by contact between segment lining and friction stiffness produced the smallest stress in the crown key segment where segment connections were concentrated. The stress distribution was clearly distinguished based on segment connections. The results of static analysis by earth pressure, etc., produced up to seven times the stress generated in Non-joint mode compared to the stress generated by Break-joint Mode. This result is consistent with the stress distribution pattern of the 2-ring beam-spring model. However, as for the stress value for the train vibration load, the stress of Break-joint Mode was greater than that of Non-joint mode. This is a different result from the static mechanics concept that a segment ring consisting of a combination of short members is integrated in the circumferential direction, resulting in a smaller stress than Non-joint mode with a relatively longer member length.

Vibration Isolation Characteristics of CRP Materials and SNORE Ring on the Multi-Curved Structure (CRP 재질 및 SNORE 링 부착에 따른 다층 곡면 구조물의 진동 차단 특성 연구)

  • Lee, Jong-Kil;Jo, Chi-Yong
    • 대한공업교육학회지
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    • v.35 no.2
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    • pp.224-237
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    • 2010
  • When the underwater structure sails high speed, noise and vibration propagate to the sensor in the nose of the dome. In this paper, to avoid this kind of noise and vibration CRP(Carbon Reinforced Plastic) material and SNORE ring(Self-NOise REduction Ring) are attached at the curved structure and simulates its isolation characteristics using commercial software. Vibration displacement and stress are calculated at the planar sensor array. The material of the curved structure is aluminum and maximum outer diameter is 53Omm, 215mm in length, 270mm in planar diameter, respectively. Based on the simulation results, reduction ratio of the received normal stress at the sensor is above 95% at the frequency of 12kHz and 15kHz. At the mid point of the planar sensor the normal stress is higher than 20mm and 40mm apart. This results can be used to increase the sensitivity of the acoustic sensor as a basic data.

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Longitudinal Vibration Mechanism of Grouted PSC Tendon (부착식 PSC 텐던의 종진동 메카니즘)

  • Kim, Byeong Hwa;Jang, Jung Bum;Lee, Hong Pyo
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.31 no.3A
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    • pp.261-267
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    • 2011
  • This study reveals the longitudinal vibration mechanism of tendon embedded in a prestressed concrete. The extensional and torsional displacements of the strand are coupled, and the applied prestress level of tendon affects not only axial rigidity but also torsional rigidity. Measuring the elastic wave velocity of tendon, the applied prestress level of tendon could be evaluated. This is because the elastic wave velocity is a function of extensional and torsional rigidity. Using the experimental results for the six prsteressed concrete beams with different prestress levels, the longitudinal vibration mechanism and the effect of prestress level have been examined. To estimate the system ridigities of tendon, a system identification algorithm has been newly developed. The estimated system rigidities have been compared with the available results of related previous study.

Vibration-Based Nondestructive Evaluation of Thermal Stress-Induced Damage in Thin Composite Laminates (복합 적층 박판의 열응력 파손에 대한 진동 활용 비파괴평가)

  • Lee, Sung-Hyuk;Choi, Nak-Sam;Lee, Jong-Ki
    • Journal of the Korean Society for Nondestructive Testing
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    • v.19 no.5
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    • pp.347-355
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    • 1999
  • A feasibility investigation on vibration-based nondestructive evaluation of thermal stress-induced micro-failure in the free edge region of thin composite laminates(1mm thick) has been carried out. The failure occurrence and damage zone, which were predicted by the three-dimensional finite-element thermal stress analysis, were observed using the ultrasonic C-scan and optical microscopy. Analysis of the vibration spectrum measured from the laminate beam specimens by the vibration sweep test exhibited that the obvious decrease in resonancy frequency and some considerable increase in damping factor were associated with the micro-failure formation. The vibration technique utilizing short beam and high resonant frequency was found to be very sensitive to the thermal stress-induced damage in the thin laminates.

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Torsional vibration of engine crank shaft (엔진 크랭크 축계의 비틀림 진동)

  • 강구태;여승동
    • Journal of the korean Society of Automotive Engineers
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    • v.10 no.5
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    • pp.9-16
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    • 1988
  • 엔진 크랭크축계의 비틀림진동은 엔진설계 및 제작에 있어서 오랜동안 주관심사였다. 크랭크축계의 비틀림진동에서 고려되는 문제는 비틀림진동계의 고유진동수와 이에 따른 차수별 엔진의 공진속도와 엔진의 공진속도에서의 비틀림진동각 및 크랭크축의 비틀림진동에 의한 토오크와 비틀림 응력 등이다. 당사에서는 simulation program을 개발했으며, 비틀림 진동측정 방법도 개발했다. 또한 비틀림진동 측정결과와 simulation결과의 비교로부터 simulation결과 및 측정결과의 정확도를 높여가고 있으며, simulation 방법의 개선을 모색하고 있다. 본 글에서는 이 program에 이용된 기본이론과 실험방법 및 댐퍼 선정 방법을 간단히 소개하고자 한다.

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Adaptive Analysis and Error Estimation in Meshless Method (무요소 방법에서의 적응적 해석을 위한 오차의 평가)

  • 정흥진
    • Computational Structural Engineering
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    • v.11 no.1
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    • pp.261-274
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    • 1998
  • In this paper, local and global error estimates for the element-free Galerkin (EFG) method are proposed. The essence of proposed error estimates is to use the difference between the values of the projected stress and these given directly by the EFG solution. The stress projection can be obtained simply by taking product of shape function based on a different domain of influence with the stresses at nodes. In this study, it was found that the effectivity index is optimized if the domain of influence in stress projection procedure is the smallest that retains regularity of the matrices in EFG. Numerical tests are shown for various 1D and 2D examples illustrating the good effectiveness of the proposed error estimator in the global energy norm and in the local error estimates.

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A study on the effect of ground vibration induced by vibrohammer and RCD on adjacent subway tunnel (바이브로 해머 및 RCD 공법 적용시 기존터널에 미치는 진동영향해석)

  • Huh, Young;Nam, Kee-Chun;Kim, Tae-Hyung;Bang, Jin-Ho;Kwak, Chang-Won
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.5 no.2
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    • pp.135-146
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    • 2003
  • This paper presents the effect of ground vibration induced by vibrohammer and RCD on adjancent subway tunnel performance using FDM program. Firstly, the stability criteria for structures near vibration source were proposed according to existing data, then peak particle velocity around tunnel was estimated based on detailed information of vibrohammer and existing formula for dynamic loads through numerical analysis. The peak particle velocity induced by RCD bit rotation was also estimated using surveyed data and formula. Consequently, displacement and stress responses were obtained at crown, shoulder and spring line and compared with the criteria to check stability of tunnel.

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