• Title/Summary/Keyword: slip phenomenon

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Measurement of compressive and tensile strain in concrete structure with FBG sensor fixture (광섬유격자센서의 콘크리트구조물에의 고정과 압축 및 인장 변형의 측정)

  • Kim, Ki-Soo;Kim, Young-Jin;Moon, Dae-Jung;Kim, Seong-Woon
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.11a
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    • pp.149-152
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    • 2008
  • FBG sensor system is applied to the concrete lining structure in Taegu subway. Near the structure, the power cable tunnel construction started. We wanted to measure the deformation of the structure due to the construction by the FBG sensor. The applied sensor has the gauge length of 1 meter to overcome the inhomogeneity of the concrete material with enough length. In order to fix tightly to the structure, the partially stripped parts of the sensor glued to the package and slip phenomenon between fiber and acrylate jacket was prevented. Prestrain of the sensor was imposed by controlling the two fixed points with bolts and nuts in order to measure compressive strain as well as tensile strain. The behavior of subway lining structure could be monitored very well

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Development of Rattle and Squeak Detection Methodology Considering Characteristics of Road Vibration Input (차량 부품의 노면 가진 특성을 고려한 래틀과 스퀵 현상 검출 방법의 개발)

  • Lyu, Su Jung;Jun, In Ki;Choi, Jae Min;Lee, Won Ku;Woo, Jae Chul
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.37 no.5
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    • pp.679-683
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    • 2013
  • BSR noise emerges in a vehicle as a result of road vibrations, engine vibrations, and speaker vibrations. BSR noise occurs with an irregular impact or stick slip friction phenomenon as the influence of the resonance mode when the vibration input load is transferred along poor joint and contacting pairs of the system. A sub-structure method of finite element analysis is required to detect impacts and slip in the full vehicle model. This study presents a method for sub-structure modeling and a rattle and squeak detection methodology that considers the characteristics of road vibration inputs.

Monitoring System For The Subway Structures Using Prestrained FBG Sensors Fixed With Partially Stripped Fibers (부분탈피 고정방식 프리스트레인 가변형 광섬유격자센서를 이용한 지하철 구조물 변위 모니터링시스템)

  • Kim, Ki-Soo
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.21 no.6
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    • pp.607-613
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    • 2008
  • A monitoring system for the subway structures using prestrained FBG sensors fixed with partially stripped fibers was developed. The sensor packages had pre-strain controllable fixtures. Tensile and compressive strain of the structure could be measured without slip. The FBG sensor system was applied to the concrete lining structure in Taegu subway. Near the structure, the narrow tunnel construction, for the electric power cables and telecommunication cables, started. We wanted to measure the deformations of the subway structures due to the construction by the FBG sensor. The applied sensors had the gauge length of 1 meter to overcome the inhomogeneity of the concrete material with enough length. In order to fix tightly to the structure, the partially stripped parts of the sensor glued to the package and slip phenomenon between fiber and acrylate jacket was prevented. Prestrain of the sensor was imposed by controlling the two fixed points with bolts and nuts in order to measure compressive strain as well as tensile strain. The behavior of subway lining structure could be monitored very well.

Investigating the Stress on Fault Plane Associated with Fault Slip Using Boundary Element Method (경계요소법을 이용한 단층 슬립에 따른 단층면 응력에 관한 연구)

  • Sung Kwon, Ahn;Hee Up, Lee;Jeongjun, Park;Mintaek, Yoo
    • Tunnel and Underground Space
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    • v.32 no.6
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    • pp.598-610
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    • 2022
  • Avoiding a fault zone would be a best practice for safety in underground construction, which is only sometimes possible because of many restrictions and other field conditions. For instance, there is an ongoing conception of Korea-Japan subsea tunnels that inevitably cross a massive fault system in the Korea Strait. Therefore it was deemed necessary to find an efficient way of predicting the likely behaviour of underground structures under fault slip. This paper presents the findings from simple numerical analysis for investigating the stress induced at a normal fault with a dip of 45 degrees. We used a boundary element software that assumed constant displacement discontinuity, which allowed the displacement to be estimated separately at both the fault's hangingwall and footwall sides. The results suggested that a principal stress rotation of 45 degrees occurred at the edges of the fault during the slip, which was in agreement with the phenomenon for fault plane suggested in the body of literature. A simple numerical procedure presented in this paper could be adopted to investigate other fault-related issues associated with underground structure construction.

Finite Element Analysis of a Full-scale, Rapid-Disassembly, Carbon-Minimized Dismantle Connection Subjected to Cyclic Loading (주기적 하중을 받는 탄소감축을 위한 조립 해체가 용이한 급속 시공 접합부(TZcon)의 수치해석 연구)

  • Dave Montellano Osabel;Hyeong-Jin Choi;Sang-Hoon Kim;Young-Ju Kim;Jae-Hoon Bae
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.37 no.4
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    • pp.275-282
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    • 2024
  • A recently proposed rapid-disassembly , carbon-minimized dismantle connection was tested using cyclic loading. To better understand the behavior of the test specimen, three-dimensional finite element (3D-FE) analyses were conducted using a "tied model" (bolted contact surfaces are tied together) and a "bolt-slip model" (contact surfaces slip and separate). The tied model suggests that plastic hinging of the beam occurs if the proposed connection behaves rigidly. The bolt-slip model suggests that the proposed connection, if manufactured and assembled properly, can dissipate energy to about 0.5 times that experienced by a rigid connection. However, when compared in a test, its moment-rotation hysteresis curve does not match well, which suggests that the low performance of the test specimen is attributable to a manufacturing deficiency. Regardless, the results corroborate the pinching phenomenon observed in the experimental hysteresis and fracture failure of the test specimen.

A Study on Estimating of Fretting Wear of a Spline Coupling (스플라인 커플링의 프레팅 마멸 예측에 관한 연구)

  • Kim, Eung-Jin;Lee, Sang-Don;Cho, Yong-Joo
    • Tribology and Lubricants
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    • v.25 no.4
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    • pp.256-260
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    • 2009
  • Fretting is a kind of wear which effects on reliability and durability. When machine parts are joined joint in parts such as a bolt or a rivet or a pin, fretting phenomenon is occurred by micro relative movement. When fretting occurs in joint parts, there is wear which is the cause of fatigue crack. Recently, although the ways of assessment of fatigue and damage tolerance are established, there is no way to evaluate fatigue crack initiation life by fretting phenomenon. Consequently, the prediction of life and prevention plan caused by fretting are needed to improve reliability. The objective of this paper is to predict fretting wear by using a experimental method and contact analysis considering wear process. For prediction of fretting wear volume, systematic and controlled experiments with a disc-plate contact under gross slip fretting conditions were carried out. A modified Archard equation is used to calculate wear depths from the contact pressure and stroke using wear coefficients obtained from the disc-plate fretting tests.

An Improved Friction Model for Precise Tracking Control Systems (정밀 위치제어 시스템을 위한 개선된 마찰 모델)

  • Choe, J.J.;Han, S.I.;Kim, H.M.;Kim, J.S.
    • Proceedings of the KSME Conference
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    • 2003.04a
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    • pp.799-804
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    • 2003
  • Friction phenomenon can be described as two parts which are pre-sliding and sliding regions. In motion of the sliding region, friction forces depend on the velocity of the system and are known as Coulomb, stick-slip, stribeck effect and viscous friction. The pre-sliding region, which is before breakaway, depends on the position of the system. The motion of friction in the sliding region can be described as the LuGre model. But the pre-sliding motion of friction, which has hysteresis characteristics in general, is not known widely. Therefore, an improved friction model, which can describe the motion of friction in the pre-sliding region, is proposed in this paper. And simulation and experimental results show the effectiveness of the proposed friction model for precise tracking control systems.

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A Study on Molding Process Fiber Reinforced Plastic Composites (Flow analysis Measurement of viscosity of Unidirectional Fiber Reinforced Plastic Composites) (섬유강화 플라스틱 복합재의 성형공정에 관한 연구(일방향 섬유강화 복합재의 점도측정 및 유동해석))

  • 조선형;안종윤;이국웅;윤성운
    • Transactions of the Korean Society of Machine Tool Engineers
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    • v.10 no.2
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    • pp.103-114
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    • 2001
  • During a compression molding process of Unidirectional Fiber Reinforced Plastic Composites, control of filling patterns in mold and distribution of fiber is needed to predict the effects of molding parameters on the flow characteristics. To obtain an excellent product and decide optimum molding conditions, it is important to know the relationship between molding conditions and viscosity. In this study, the anisotropic viscosity of the Unidirectional Fiber Reinforced Plastic Composites is measured by using the parallel plastometer. The model for flow state has been simulated by using the viscosity. The composites is treated as an incompressible New-tonian fluid. The effects of longitudinal/transverse viscosity ration A and slip parameter $\alpha$ on buldging phenomenon and mold filling patterns, are also discussed.

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Damping Characteristics of a Microcantilever for Radio Frequency-microelectromechanical Switches (RF-MEMS 스위치용 마이크로 외팔보의 감쇠특성)

  • Lee, Jin-Woo
    • Transactions of the Korean Society for Noise and Vibration Engineering
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    • v.21 no.6
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    • pp.553-561
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    • 2011
  • A theoretical approach is carried out to predict the quality factors of flexible modes of a microcantilever on a squeeze-film. The frequency response function of an inertially-excited microcantilever beam is derived using an Euler-Bernoulli beam theory. The external force due to squeeze-film phenomenon is developed from the Reynolds equation. Slip boundary conditions are employed at the interfaces between the fluid and the structure to consider the gas rarefaction effect, and pressure boundary condition at both ends of fluid analysis region is enhanced to increase the exactness of predicted quality factors. To the end, an approximate equation is derived for the first bending mode of the microcantilever. Using the approximate equation, the quality factors of the second and third bending modes are calculated and compared with experimental results of previously reported work. The comparison shows the feasibility of the current approach.

Effect of Cold Work on the Stress Corrosion Cracking in Austenitic 304 Stainless Steel (오스테나이트 304 스테인레스 강의 응력부식균열에 미치는 냉간가공의 영향)

  • 강계명;최종운
    • Journal of the Korean Society of Safety
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    • v.12 no.1
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    • pp.19-28
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    • 1997
  • This study was made of the effect of cold working on the stress corrosion cracking(SCC) of austenitlc 304 stainless steel in boiling 42% $MgCl_2$ solution. For this experiment, specimens cold-worked of 0%, 10%, 20%, 30%, 40% were fabricated respectively, and then experiments of mechanical properties and stress corrosion cracking(SCC) of these specimens were carried out. The results of these experiments indicate that the maximum resistance to SCC showed at 20% of cold working degree and that the SCC susceptibility depended on the volume fraction of deformation-induced martensite by cold working and the work hardening of matrix. On the other hand, the fracture mode was changed. This phenomenon was considered that deformation-induced martensite was grown from transgranular fracture mode to intergranular fracture mode and caused by increased of dislocation density along the slip planes.

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