• Title/Summary/Keyword: cross-slip

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Optimal Design of Disk clamp to Reduce RRO in a Hard Disk Drive (진동저감을 위한 HDD용 Disk Clamp의 최적설계)

  • 이행수;고정석;황태연;정우철
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2002.05a
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    • pp.539-542
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    • 2002
  • The role of disk clamp is to fasten disks to motor and to prevent the slip of disks during operation. This paper examined the effects of the design parameters of disk clamp - thickness, contact radius and cross-sectional shape -on the clamping force and circumferential stress distribution of disk. The large stress variation in circumferential direction results in large disk waveness and will increase repeatable run-out (RRO) finally. The disk clamp-disk-disk spacer system is modeled and the FE analysis is performed by ANSYS. The disk clamp with large contact radius shows more uniform stress distribution than the one with small contact radius and the stiffness variation around circumferential direct ion or the addition of the bending sect ion can make stress distribution uniform.

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Determining the effective width of composite beams with precast hollowcore slabs

  • El-Lobody, Ehab;Lam, Dennis
    • Structural Engineering and Mechanics
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    • v.21 no.3
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    • pp.295-313
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    • 2005
  • This paper evaluates the effective width of composite steel beams with precast hollowcore slabs numerically using the finite element method. A parametric study, carried out on 27 beams with different steel cross sections, hollowcore unit depths and spans, is presented. The effective width of the slab is predicted for both the elastic and plastic ranges. 8-node three-dimensional solid elements are used to model the composite beam components. The material non-linearity of all the components is taken into consideration. The non-linear load-slip characteristics of the headed shear stud connectors are included in the analysis. The moment-deflection behaviour of the composite beams, the ultimate moment capacity and the modes of failure are also presented. Finally, the ultimate moment capacity of the beams evaluated using the present FE analysis was compared with the results calculated using the rigid - plastic method.

Integrated Driver for the Full Rotation Using Six-axial Forces by the Induction Type of Axial-gap Motor (유도형 축방향 모터의 6축력 제어를 이용한 대회전 구현용 통합 구동기)

  • Jung Kwang-Suk;Lee Sang-Heon
    • Journal of Institute of Control, Robotics and Systems
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    • v.12 no.8
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    • pp.798-804
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    • 2006
  • To overcome the limited relative uncertainty and work range of the existing planar stage and the bulk structure of the contact-less motor for rotation, the novel operating principle to realize the precise rotation is suggested. It uses the two-axial vector forces, normal force and thrust force, of three-induction type of axial motors located $120^{\circ}$ apart, resulting in the contact-free rotation of the mover. Firstly in this paper, the magnetic forces across the air gap are modeled and simulated under the various conditions. It clarifies the feasible range of the derived solution. And the algorithm compensating the strong cross couple between the forces and the control inputs; generally AC magnitude and slip frequency, is given to realize the independent control of six axes. Finally, for the successfully implemented system, the round test and the micro step test results are given.

Effect of Bending Angle and Embedment Length on the Bond Characteristics of V-shaped Tie Reinforcement (절곡각 및 묻힘길이에 따른 V형 띠철근의 부착특성)

  • Kim, Won-Woo;Yang, Keun-Hyeok
    • Journal of the Korea Institute of Building Construction
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    • v.15 no.5
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    • pp.465-471
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    • 2015
  • This study proposed V-shaped tie bar method as an alternative of internal cross-tie for reinforced concrete columns in order to enhance the constructability and confinement effectiveness of the lateral tie bars. A total of 35 pull-out specimens were prepared with the parameters of concrete compressive strength and bending angle and embedment length of the V-shaped bar to examine the bond stress-slip relationship of the V-shaped tie bar. The bond strength of the V-shaped tie bars with the bending angle not exceeding $60^{\circ}$ was higher than the predictions obtained from the equations of CEB-FIP provision. Considering the constructability and bond behavior of the V-shpaed tie bar, the bending angle and embedment length of such bar can be optimally recommended as $45^{\circ}$ and 6db, respectively, where db is the diameter of the tie bar.

A Mobile Robot Estimating the Real-time Moving Sound Sources by using the Curvature Trajectory (곡률궤적을 이용한 실시간 이동하는 음원을 추종하는 모바일 로봇)

  • Han, Jong-Ho;Park, Sook-Hee;Lee, Dong-Hyuk;Noh, Kyung-Wook;Lee, Jang-Myung
    • Journal of Institute of Control, Robotics and Systems
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    • v.20 no.1
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    • pp.48-57
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    • 2014
  • It is suggested that the curvature trajectory be used to estimate the real-time moving sound sources and efficiently the robot estimating the sound sources. Since the target points of the real-time moving sound sources change, the mobile robot continuously estimates the changed target points. In such a case, the robot experiences a slip phenomenon due to the abnormal velocity and the changes of the navigating state. By selecting an appropriate curvature and navigating the robot gradually by using it, it is possible to enable the robot to reach the target points without having much trouble. In order to recognize the sound sources in real time, three microphones need to be organized in a straight form. Also, by applying the cross-correlation algorithm to the TDOA base, the signals can be analyzed. By using the analyzed data, the locations of the sound sources can be recognized. Based on such findings, the sound sources can be estimated. Even if the mobile robot is navigated by selecting the gradual curvature based on the changed target points, there could be errors caused by the inertia and the centrifugal force related to the velocity. As a result, it is possible to control the velocity of both wheels of the robot through the velocity PID controller in order to compensate for the slip phenomenon and minimize the estimated errors. In order to examine whether the suggested curvature trajectory is appropriate for estimating the sound sources, two mobile robots are arranged to carry out an actual experiment. The first robot is moved by discharging the sound sources, while the second robot recognizes and estimates the locations of the discharged sound sources in real time.

Response of steel pipeline crossing strike-slip fault in clayey soils by nonlinear analysis method

  • Hadi Khanbabazadeh;Ahmet Can Mert
    • Geomechanics and Engineering
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    • v.34 no.4
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    • pp.409-424
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    • 2023
  • Response of the pipeline crossing fault is considered as the large strain problem. Proper estimation of the pipeline response plays important role in mitigation studies. In this study, an advanced continuum modeling including material non-linearity in large strain deformations, hardening/softening soil behavior and soil-pipeline interaction is applied. Through the application of a fully nonlinear analysis based on an explicit finite difference method, the mechanics of the pipeline behavior and its interaction with soil under large strains is presented in more detail. To make the results useful in oil and gas engineering works, a continuous pipeline of two steel grades buried in two clayey soil types with four different crossing angles of 30°, 45°, 70° and 90° with respect to the pipeline axis have been considered. The results are presented as the fault movement corresponding to different damage limit states. It was seen that the maximum affected pipeline length is about 20 meters for the studied conditions. Also, the affected length around the fault cutting plane is asymmetric with about 35% and 65% at the fault moving and stationary block, respectively. Local buckling is the dominant damage state for greater crossing angle of 90° with the fault displacement varying from 0.4 m to 0.55 m. While the tensile strain limit is the main damage state at the crossing angles of 70° and 45°, the cross-sectional flattening limit becomes the main damage state at the smaller 30° crossing angles. Compared to the stiff clayey soil, the fault movement resulting 3% tensile strain limit reach up to 40% in soft clayey soil. Also, it was seen that the effect of the pipeline internal pressure reaches up to about 40% compared to non-pressurized condition for some cases.

Interpretation of Paleostress using Geological Structures observed in the Eastern Part of the Ilgwang Fault (일광단층 동편에서 관찰되는 지질구조를 이용한 고응력사 해석)

  • Kim, Taehyung;Jeong, Su-Ho;Lee, Jinhyun;Naik, Sambit Prasanajit;Yang, Wondong;Ji, Do Hyung;Kim, Young-Seog
    • The Journal of Engineering Geology
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    • v.28 no.4
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    • pp.645-660
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    • 2018
  • In the southeastern part of the Korean Peninsula, huge fault valleys, including the Yangsan and Ulsan faults, are recognized. These NNE-SSW trending lineaments are called as a whole Yangsan Fault System. However, this fault system is relatively poorly studied except the Yangsan and Ulsan faults. This study deduced the paleostress history based on the mutual cross-cutting relationships between geologic structures developed in the granite body near the Ilgwang fault, which is compared with previous studies. In the study area, four lineaments parallel to the Ilgwang fault are recognized, and three of them show evidences of faulting. In each lineament, both slip-senses of left-lateral and right-lateral are recognized. It indicates that these faults consistently underwent multiple deformations of inversion along the faults. The inferred paleostress directions based on the mutual cross-cutting relationships of the geological structures are as follows: 1) Tensile fractures developed in the late Cretaceous under the ENE-WSW direction of compressive stress, 2) NW-SE trending maximum horizontal principal stress generated conjugate strike-slip faults, and 3) selective reactivations of some structures were derived under the compression by the NE-SW trending principal stress.

An Experimental Study on the Bending Behaviour of Steel Grid Composite Deck (격자형 강합성 바닥판의 휨거동에 대한 실험적 연구)

  • Shin, Hyun Seop;Lee, Chin Hyung;Park, Ki Tae
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.15 no.4
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    • pp.175-184
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    • 2011
  • To take advantage of reduced on-site construction periods and minimize traffic impacts various types of steel grid composite deck have been developed since 1930's. Modular prefabricated unfilled grid decks permit a long-distance transportation and construction under unfavorable condition, for example, in mountainous regions due to its comparatively light-weighter structure than fully filled grid deck. In this study bending tests of unfilled grid decks for the deck member of various kinds of infrastructure are carried out, bending strength and behaviour of composite action are experimentally evaluated. In this bending test, design variables are considered, such as type of shear connection between steel grid and concrete slab, spacing between cross bars and thickness of concrete slab. Through test results bending strength and behaviour of composite action are evaluated, reference data for proper type of shear connection and other details of the deck, such as spacing between cross bars, are obtained.

The Correlation between Cross-sectional Area of Lumbar Paraspinal Muscles and Sponylolisthesis; A Retrospective Study (요추 주변 근육 단면적과 척추전방전위증의 상관성에 대한 후향적 연구)

  • Park, Hye-Sung;Kim, Je-In;Kim, Koh-Woon;Cho, Jae-Heung;Song, Mi-Yeon
    • Journal of Korean Medicine Rehabilitation
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    • v.26 no.1
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    • pp.95-102
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    • 2016
  • Objectives To investigate correlation between slip percentage (SP) of spondylolisthesis and cross-sectional area (CSA) of lumbar paraspinal muscles; psoas major (PM), multifidus (MU) and erector spinae (ES). Methods A retrospective study was carried out in 120 spondylolisthesis patients who had visited the Spine center of Kyung Hee University Hospital at Gangdong and had taken lumbar MRI. CSA of lumbar paraspinal muscles was measured from axial T2-weighted MRI and divided by CSA of vertebral body to avoid weight's influence. SP was also measured from sagittal MRI. Results SP increase has significant correlation with decreased CSA-MU (r=0.37, p<0.01) and increased CSA-ES (r=0.19, p<0.05). There was no significant correlation between SP and CSA-PM. Conclusions MU atrophy and ES hypertrophy have significant correlation with SP of spondylolisthesis. CSA of lumbar paraspinal muscles can be a risk factor of progression of spondylolisthesis and compensation for the instability.

Relationships between Clothing Values, Wearing Behaviors and the Attitudes toward Underwear for Female Students (여학생의 의복가치관과 속옷에 대한 태도 및 착용행동)

  • Gu, Eun-Hye;Kweon, Soo Ae
    • Korean Journal of Human Ecology
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    • v.19 no.3
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    • pp.565-575
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    • 2010
  • This study examined the relationships between clothing values, wearing behaviors and the attitudes toward underwear for female students. A survey of female middle and high school students was conducted. 584 questionnaires, collected from April to May, 2009, were analyzed using descriptive statistics, cross tabulation analysis, t-test, factor analysis, and Pearson's correlation coefficient. Economic and aesthetic value were found to be significantly higher than other clothing values amongst older students while students in coeducational schools regarded aesthetic properties of clothing as being more important (p<.05). Girl students' most pursued attitudes toward underwear was modesty. According to age of students and the type of school they attended there were significant differences in students' underwear wearing behaviors. A high level of correlation between clothing values and attitudes toward underwear was found. Aesthetic value out of the clothing values showed a high correlation with esthetics/sexual attractiveness out of the attitudes toward underwear. Aesthetics/sexual attractiveness out of the attitudes toward underwear was shown to be most influential on underwear wearing behaviors. There would be a necessity for emphasizing the wearing of girdle and slip.