• Title/Summary/Keyword: U-bending

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Experimental modal analysis of railway concrete sleepers with cracks

  • Real, J.I.;Sanchez, M.E.;Real, T.;Sanchez, F.J.;Zamorano, C.
    • Structural Engineering and Mechanics
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    • v.44 no.1
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    • pp.51-60
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    • 2012
  • Concrete sleepers are essential components of the conventional railway. As support elements, sleepers are always subjective to a variety of time-dependent loads attributable to the train operations, either wheel or rail abnormalities. It has been observed that the sleepers may deteriorate due to these loads, inducing the formation of hairline cracks. There are two areas along the sleepers that are more prone to crack: the central and the rail seat sections. Several non-destructive methods have been developed to identify failures in structures. Health monitoring techniques are based on vibration responses measurements, which help engineers to identify the vibration-based damage or remotely monitor the sleeper health. In the present paper, the dynamic effects of the cracks in the vibration signatures of the railway pre-stressed concrete sleepers are investigated. The experimental modal analysis has been used to evaluate the modal bending changes in the vibration characteristics of the sleepers, differentiating between the central and the rail seat locations of the cracks. Modal parameters changes of the 'healthy' and cracked sleepers have been highlighted in terms of natural frequencies and modal damping. The paper concludes with a discussion of the most suitable failure indicator and it defines the vibration signatures of intact, central cracked and rail seat cracked sleepers.

KSTAR 중성입자빔 소송라인 해석

  • 임기학;권경훈;조승연;김진춘
    • Proceedings of the Korean Vacuum Society Conference
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    • 1999.07a
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    • pp.37-37
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    • 1999
  • KSTAR(Korea Superconducting Tokamak Advanced Research) 핵융합 토카막 실험 장치의 플라즈마 가열을 위한 수소 중성입자빔 수송라인 내에 설치되는 collimator에 가해지는 열속 및 플라즈마에 전달되는 빔의 통과율을 해석하였다. 43cm$\times$12cm 크기의 이온원으로부터 방출되는 이온빔의 공간적 분산은 기본적으로는 Gaussian 분산(수직바향으로 1.2$^{\circ}$, 수평방향으로 0.5$^{\circ}$)의 형태를 가지지만 이온 가속 전장의 공간적 불균일로 인해 Gaussian 분산에서 다소 벗어나는 형태를 띠게 되는데, 이의 영향을 고려할 수 있는 수학적 모델을 정립하였다. 해석에 고려된 요소들은 다음과 같다. 이온원을 수많은 점원의 집합으로 가정하여 각각의 점원으로부터 주어진 공간적 분산을 가지는 이온들이 방출되는 것으로 가정하였으며, 방출된 이온은 중성화 과정을 거쳐 40%의 이온만이 중성입자화되며, 중성화되지 않은 60%의 이온들은 bending magnet에서 ion dump로 유도되어 사라지며, 나머지 중성입자들은 직진 운동을 하게 된다. 빔 진행 도중 빔 중앙에서 크게 벗어나는 일부 중성입자들은 여러 겹으로 존재하는 빔 collimator에 의해 단계적으로 제거되며, 일부 중성입자들은 잔류 수소기체에 의한 재이온화 과정을 거치기도 한다. 여기서는 정립된 수학적 모델을 이용하여 이들 collimator에서 제거되는 양 및 재이온화 손실들을 고려하여 최종적으로 플라즈마에 입사되는 중성입자 빔을 계산하였다. 한편, 빔 수송라인 설치시에 발생할 수 있는 설치 오차를 이온원 설치시의 오차와 빔 collimator 설치상의 오차로 구분하여 이들의 의한 영향도 계산하였다. Gaussian 분산을 가정하였을 경우, 이온원에 가장 근접하여 설치되는 collimator에 가해지는 수직성분의 열속은 9.7kW/cm2로 계산되었다. 이 열속을 제어 가능한 수준으로 낮추기 위해서 collimator는 빔 라인과 거의 나란하게 설치될 것이다. 빔의 통과율은 약 33%로서 하나의 이온원에서 방출된 7.8MW 중 2.5 MW만이 플라즈마에 전달되는 것을 알 수 있었다. Non-Gaussian 분산의 경우, 최대 열속은 9.1kW/cm2로 다소 낮아졌으나, 빔통과율은 28%정도로 더욱 낮아졌다. 설치상의 오차에 의한 영향을 살펴보면, 이온원이 1$^{\circ}$ 정도 기울어지게 설치된다면 collimaor에 가해지는 최대 열속 및 빔통과율은 약 15kW/cm2, 16.6% 정도로 나타나 매우 심각한 결과를 초래함을 알 수 있었다. 이에 비해 collimator 설치상의 오차의 영향은 이보다 훨씬 작아 5mm 오차가 발생했을 경우에도 최대 열속은 12kW/cm2까지 증가했으나, 빔 통과율의 변화는 거의 없었다.

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An Experimental Study of Radiated So from Elastic Thin Plate in a Turbulent Boundary Layer (난류 유동장 내에 놓인 탄성을 갖는 박판의 방사소음에 대한 실험적 연구)

  • Lee, Seung-Bae;Gwon, O-Seop;Lee, Chang-Jun
    • Transactions of the Korean Society of Mechanical Engineers B
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    • v.25 no.10
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    • pp.1327-1336
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    • 2001
  • The structural modes driven by the low wave-number components of smooth elastic wall pressure provide a relatively weak coupling between the flow and the wall motion. If the elastic thin plate has any resonant mode whose wave-number of resonance coincides with $\omega$/U$\sub$c/, the power will be transmitted to those modes of vibration by the flows. We examine the problem in which the elastic thin plate is subject to pressure fluctuations under turbulent boundary layer. Measurements are presented of the frequency spectra of the near- and far-field pressures and radiated sound contributed by the various wave modes of the thin elastic plate. Dispersion equation for wave motions of elastic plate is used to investigate the effect of bending waves of relatively low wave number on radiated sound. The low wave-number motion of elastic plate is observed to have much less influence on the low-frequency energy of wall pressure fluctuations than that of the rediated sound. High amplitude events of the wall pressure are observed to weakly couple with high-frequency energy of radiated sound for case of low tension applied to the plate. The sound source localization is applied to the measurement of radiated sound by using acoustic mirror system.

A Study on the Behavior in the Corner Crack Propagation of Al-Alloy used for the Shipbuilding by the Corrosion Fatigue (부식피로에 의한 선박용 알루미늄 합금제 용접부의 균열 전파기동에 관한 연구)

  • Im, U-Jo;Lee, Jin-Yeol
    • Journal of the Korean Society of Fisheries and Ocean Technology
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    • v.24 no.4
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    • pp.164-171
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    • 1988
  • Recently with the rapid development in marine and shipbuilding industries such as marine structures, ships and chemical plants, it takes much interest in the study of corrosion fatigue characteristics that was close up an important role in mechanical design. In this study, characteristics of corner crack propagation on the base metal and heat affected zone of 5086 Al-Alloy was tested by using of a rotary bending fatigue tester and was investigated under the environments of specific resistance, $\rho$=25$\Omega$ cm and air. The corrosion fatigue crack initiation and corrosion fatigue life sensitivity were quantitatively inspected for 5086 Al-Alloy in the specific resistance, $\rho$=25$\Omega$ cm. Main results obtained are as follows: (1) The corrosion sensitivity of heat affected zone under specific resistance, $\rho$=25$\Omega$cm shows approximately 1.69~2.22 and corrosion sensitivity of base metal is more susceptible than that of heat affected zone. (2) The corrosion fatigue life sensitivity on heat affected zone decreases eminently than that of initial corrosion fatigue crack. (3) The characteristics of quarter elliptical corner crack propagation shows that depth crack is more grown than surface crack at crack initiation, but the surface crack is more propagated than depth crack as the crack propagation is increased. (4) The surface crack and depth crack growth on heat affected zone by softness show delayed phenomenon than that of base metal.

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A four variable trigonometric integral plate theory for hygro-thermo-mechanical bending analysis of AFG ceramic-metal plates resting on a two-parameter elastic foundation

  • Tounsi, Abdelouahed;Al-Dulaijan, S.U.;Al-Osta, Mohammed A.;Chikh, Abdelbaki;Al-Zahrani, M.M.;Sharif, Alfarabi;Tounsi, Abdeldjebbar
    • Steel and Composite Structures
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    • v.34 no.4
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    • pp.511-524
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    • 2020
  • In this research, a simple four-variable trigonometric integral shear deformation model is proposed for the static behavior of advanced functionally graded (AFG) ceramic-metal plates supported by a two-parameter elastic foundation and subjected to a nonlinear hygro-thermo-mechanical load. The elastic properties, including both the thermal expansion and moisture coefficients of the plate, are also supposed to be varied within thickness direction by following a power law distribution in terms of volume fractions of the components of the material. The interest of the current theory is seen in its kinematics that use only four independent unknowns, while first-order plate theory and other higher-order plate theories require at least five unknowns. The "in-plane displacement field" of the proposed theory utilizes cosine functions in terms of thickness coordinates to calculate out-of-plane shear deformations. The vertical displacement includes flexural and shear components. The elastic foundation is introduced in mathematical modeling as a two-parameter Winkler-Pasternak foundation. The virtual displacement principle is applied to obtain the basic equations and a Navier solution technique is used to determine an analytical solution. The numerical results predicted by the proposed formulation are compared with results already published in the literature to demonstrate the accuracy and efficiency of the proposed theory. The influences of "moisture concentration", temperature, stiffness of foundation, shear deformation, geometric ratios and volume fraction variation on the mechanical behavior of AFG plates are examined and discussed in detail.

Maximum Thrust Condition by Compliant Joint of a Caudal Fin for Developing a Robotic Fish (물고기 로봇 개발을 위한 유연한 꼬리 지느러미 관절의 강성에 따른 최대 추력 조건 연구)

  • Park, Yong-Jai;Jeong, U-Seok;Lee, Jeong-Su;Kwon, Seok-Ryung;Kim, Ho-Young;Cho, Kyu-Jin
    • Journal of Institute of Control, Robotics and Systems
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    • v.18 no.2
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    • pp.103-109
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    • 2012
  • Fish generates large thrust through an oscillating motion with a compliant joint of caudal fin. The compliance of caudal fin affects the thrust generated by the fish. Due to the flexibility of the fish, the fish can generate a travelling wave motion which is known to increase the efficiency of the fish. However, a detailed research on the relationship between the flexible joint and the thrust generation is needed. In this paper, the compliant joint of a caudal fin is implemented in the driving mechanism of a robotic fish. By varying the driving frequency and stiffness of the compliant joint, the relationship between the thrust generation and the stiffness of the flexible joint is investigated. In general, as the frequency increases, the thrust increases. When higher driving frequency is applied, higher stiffness of the flexible joint is needed to maximize the thrust. The bending angles between the compliant joint and the caudal fin are compared with the changes of the thrust in one cycle. This result can be used to design the robotic fish which can be operated at the maximum thrust condition using the appropriate stiffness of the compliant joint.

Investigation of flexural strength and cytotoxicity of acrylic resin copolymers by using different polymerization methods

  • Sahin, Onur;Ozdemir, Ali Kemal;Turgut, Mehmet;Boztug, Ali;Sumer, Zeynep
    • The Journal of Advanced Prosthodontics
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    • v.7 no.2
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    • pp.98-107
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    • 2015
  • PURPOSE. The aim of this study was to appraise the some mechanical properties of polymethyl methacrylate based denture base resin polymerized by copolymerization mechanism, and to investigate the cytotoxic effect of these copolymer resins. MATERIALS AND METHODS. 2-hydroxyethyl methacrylate (HEMA) and isobutyl methacrylate (IBMA) were added to monomers of conventional heat polymerized and injection-molded poly methyl methacrylate (PMMA) resin contents of 2%, 3%, and 5% by volume and polymerization was carried out. Three-point bending test was performed to detect flexural strength and the elasticity modulus of the resins. To determine the statistical differences between the study groups, the Kruskall-Wallis test was performed. Then pairwise comparisons were performed between significant groups by Mann-Whitney U test. Agar-overlay test was performed to determine cytotoxic effect of copolymer resins. Chemical analysis was determined by FTIR spectrum. RESULTS. Synthesis of the copolymer was approved by FTIR spectroscopy. Within the conventional heat-polymerized group maximum transverse strength had been seen in the HEMA 2% concentration; however, when the concentration ratio increased, the strength decreased. In the injection-molded group, maximum transverse strength had been seen in the IBMA 2% concentration; also as the concentration ratio increased, the strength decreased. Only IBMA showed no cytotoxic effect at low concentrations when both two polymerization methods applied while HEMA showed cytotoxic effect in the injection-molded resins. CONCLUSION. Within the limitations of this study, it may be concluded that IBMA and HEMA may be used in low concentration and at high temperature to obtain non-cytotoxic and durable copolymer structure.

Applicability of AE for the Prediction of Rock Slope Failure (암반비탈면 붕괴시 예측가능한 AE의 적용성에 관한 연구)

  • Lee, Dong-Keun;Kim, Yeon-Joong;Kim, Seok-Chun;Chun, Byung-Sik
    • Journal of the Korean Geotechnical Society
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    • v.27 no.1
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    • pp.25-34
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    • 2011
  • In general, many instrumentations of slope rely on theory or experience because on-site accessibility and long term instrumentation are difficult to conduct the instrumentation of slopes. Also the prediction of disaster is very difficult. Therefore experimental research was conducted about an effective method to predict collapse of slope and on-site applicability in this study. The collapse of slope was able to be predicted by applying AE sensor which we call WEAD to the failure criteria. The parameters of AE generated during the collapse of slope were secured through bending shear test. Test construction was applied to the slope with a history and a possibility of collapse. As a result, it is shown that AE parameters do not exceed the failure criterion and is found to be stable slopes. As the real symptoms of collapse did not appear, AE was found to have excellent applicability.

Analysis of the Load Carrying Behavior of Shear Connection at the Interface of Encased Composite Beams (매입형 합성보의 전단합성거동에 대한 비교분석)

  • Shin, Hyun Seop;Heo, Byung Wook;Bae, Kyu Woong;Kim, Keung Hwan
    • Journal of Korean Society of Steel Construction
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    • v.20 no.1
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    • pp.67-79
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    • 2008
  • In this study, a bending test with three encased composite beams were carried out and analyzed using FEM in order to find how chemical adhesion, interface interlock, friction and composite action by shear studs contribute to stiffness, strength and composite action in the interface of encased compo site beams. The test and results of the FEM analysis showed that the difference in the ultimate moment capacity of the composite beams with and without studs is under 10%. The reason is that the effect of chemical adhesion, interface interlock, and friction in the interface on the composite action is so high that the encased beams have a moment capacity above some defined magnitude. Also, the increment of moment capacity up to plastic moment is not large and the increase of linearly proportioned.

Flexural characteristic changes of fiber reinforced composite $(Fibrekor^{(R)})$ according to water absorption (물 흡수에 따른 fiber reinforced composite $(Fibrekor^{(R)})$의 굽힘 특성 변화)

  • Kim, Sueck-Bum;Kim, Min-Jeong;Kim, Kyung-Ho;Choy, Kwangchul
    • The korean journal of orthodontics
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    • v.35 no.5 s.112
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    • pp.361-370
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    • 2005
  • Fiber reinforced composite (FRC) has been widely used in operative and prosthetic fields of dentistry and its use is expanding into the orthodontic field. The purpose of this study was to examine the changes of flexural properties of FRC reinforced with silica glass fiber (FibreKor, Jeneric/Pentron Inc.. Wallingford. U.S.A.) according to the duration of water absorption. Specimens were grouped according to their shape as round and rectangular cross sections, and were immersed in distilled water at room temperature $(23^{\circ}C)$ for 0 hour 1 hour 1 week. 15 days, 1 mouth and 3 mouths. The number of specimens was 5 for each duration and bending test was done using a torque tester The flexural stiffness after 24 hour water immersion was reduced to 59% for round specimens and 25% for rectangular specimens and after 3 mouths of water immersion it was reduced to 29% and 19% stiffness of the 0 hour-specimen respectively Yield flexural moment after 24 hour water immersion was reduced to 45%for round specimens and 76% for rectangular specimens and after 3 months of water immersion it was reduced to 29% and 60% stiffness of the 0 hour-specimen respectively Ultimate flexural moment after 24 hour water immersion was reduced to 35% for round specimens and 76% for rectangular specimens and after 3 mouths of water immersion it was reduced to 25% and 37% stiffness of 0 hour-specimen respectively. Those results suggested that the flexural stiffness of FibreKor decreased greatly after initial water immersion. Consequently, further research for the maintenance of strength against water will be necessary