• 제목/요약/키워드: IMPACT FORCE

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콘 크러셔의 전달 하중 및 기여도 분석 (Transfer Force and Contribution Analysis of Cone Crusher)

  • 김대지;정진태;;이창선;송창헌
    • 드라이브 ㆍ 컨트롤
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    • 제19권4호
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    • pp.77-84
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    • 2022
  • The aims of this study was to estimate transfer force delivered to cone crusher housing and contribution of force transmission. The rock crushing condition caused vibrations in the cone crusher housing, which were experimentally measured, and frequency response functions (FRF) were also found through modal impact tests. Vibration data and frequency response functions were applied to the transfer path analysis (TPA) model. Next, transfer forces delivered to the cone crusher housing were quantified via the TPA method. Contribution of force transfer was also analyzed based on force estimation results. Finally, this study describes basic concepts and components of the TPA method and reviews its applicability to rotating machinery that experiences impact vibrations and forces.

산업용 접이식 자동문 안내레일에 작용하는 충격하중 완화를 위한 동역학적 해석 (Dynamic Analysis of Impact Force Alleviation of Industrial Folding-type Automatic Door on Guide Rail)

  • 윤성호;박종천
    • 한국기계가공학회지
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    • 제10권4호
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    • pp.16-21
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    • 2011
  • This paper described an analysis of dynamic mechanism for the industrial two-step folding automatic door using commercial software packages. Two modeling types of operating on the guide rail, the sliding one and the rolling, were adopted to investigate effects of impact force when the door ascends the guide rail. The magnitude of impact force was found very peaklike large over an initial duration of the door's moving up. The amount of damping coefficient for alleviating this shock was controlled to such a moderate degree that the operating conditions can be obtained for the purpose of design. Moreover the behavior of both dynamic stress and deformation were observed for acquirement of structural reliabilities of the combined guide rail and rolling mechanism. This research will be a very useful tool in the near future for the dynamic analysis of the multi-step folding automatic door.

산업용 에칭노즐을 이용한 Invar합금판의 식각에 분사각과 압력이 미치는 영향 (The Effect of Injection Angle and Pressure on Etch of Invar Plate Using Industrial Etch-Nozzle)

  • 정흥철;김동욱;최경민;김덕줄
    • 한국정밀공학회지
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    • 제23권8호
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    • pp.47-53
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    • 2006
  • The purpose of this study was to investigate the significant characteristics in spray of industrial etch-nozzle for the design of process. The experiment was carried out with different spray pressure and industrial nozzle in wet etch. The characteristics of liquid spray, such as axial velocity and sauter mean diameter measurements were obtained by PDA. And impact force was calculated from spray characteristics. It was found that the fluid with higher spray pressure resulted in the smaller SMD and the higher droplet velocity and impact force. The depth of etch was increased in case of high spray pressure. In the case of injection angle oscillated between $20^{\circ}$, the result indicated constant effect of etch. The correlation between the spray characteristics and etch ones were analyzed. The depth of etch had good positive correlation with axial velocity and impact force. The result clearly shows that the characteristics in wet etch are strongly related to the spray characteristics with process.

Effect of Rehabilitation Exercise for Golfers on the X-factor and Ground Reaction Force according to Phase of the Golf Swing

  • yoon, Junggyu;Cho, Byungyun
    • 국제물리치료학회지
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    • 제10권1호
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    • pp.1706-1710
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    • 2019
  • Background: Despite frequent shoulder injuries of rotator cuff muscle of golfers by the result of overuse and poor swing mechanics, there is little research on shoulder specific rehabilitation exercises for injured rotator cuff muscle and golf swing Objective: To examined the effect of rehabilitation exercise for golfers on the X factor and ground reaction force (GRF) according to phase of the golf swing. Design: Crossover study Methods: The participants were 13 amateur golfers selected for a 4 week rehabilitation exercise for golfers. A rehabilitation exercise for golfers consisting of 5 steps and 4 items (sleeper stretch, full side plank, push up to plank, high plank knee unders) were applied to all participants. A three dimensional motion analyzer and force platform (SMART-E, BTS, Italy) were used to measure the X factor (angle between shoulder and pelvis at top of back swing) and GRF according to phase of the golf swing. All dependent variables were measured before and after exercise. The collected data was analyzed using the paired t test and SPSS 21.0. Results: The GRF had a statistically significant increase in the impact phase and ratio impact/weight after rehabilitation exercise for golfers (p<.05). The X-factor, GRF in top of back swing and finish were no significant differences between before and after exercise (p>.05). Conclusions: These results suggested that rehabilitation exercise for golfers was effective for increasing GRF in the impact phase and ratio impact/weight for amateur golfer.

Dynamic response of underground box structure subjected to explosion seismic wave

  • Huang, Houxu;Li, Jie;Rong, Xiaoli;Fan, Pengxian;Feng, Shufang
    • Earthquakes and Structures
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    • 제10권3호
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    • pp.669-680
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    • 2016
  • In this paper, the underground box structure is discretized as a system with limited freedoms, and the explosion seismic wave is regarded as series of dynamic force acting on the lumped masses. Based on the local deformation theory, the elastic resistances of the soil are simplified as the effects of numbers of elastic chain-poles. Matrix force method is adopted to analyze the deformation of the structure in elastic half space. The structural dynamic equations are established and by solving these equations, the axial force, the moment and the displacement of the structure are all obtained. The influences of size ratio, the incident angle and the rock type on the dynamic response of the underground box structure are all investigated through a case study by using the proposed method.

토석류 충격력 특성 평가를 위한 모형실험 연구 (A Study on Model Experiment for Evaluation of Debris Flow's Impact Force Characteristics)

  • 김진환;이용수;박근보
    • 한국지반공학회논문집
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    • 제26권11호
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    • pp.5-15
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    • 2010
  • 산사태의 한 종류인 토석류(debris flow)는 물과 비교적 높은 농도로 섞인 암석, 자갈, 모래, 흙의 혼합물이 빠르게 흐르는 현상을 말한다. 토석류는 주로 장마철과 대풍이 지나가는 여름철에 집중적으로 발생하고 있으며, 최근에는 이상기후로 인한 국지성 집중호우로 인해 계절과 무관하게 토석류가 발생하고 있다. 본 연구에서는 토석류 발생시 나타나는 충격력의 특정을 파악하고자 2가지 자갈과 혼합시료를 이용하여 토석류 모형실험을 수행하였다. 토석류 모형실험 결과, 토석류에 의해 발생되는 충격력은 토석류 양에 비례하여 나타나지 않으며 토석류를 구성하는 입자의 크기에 따라 다양하게 나타나는 것으로 밝혀졌다.

초미세 발포 플라스틱의 재생 후 강도변화에 대한 연구 (The Study for Impact Strength change of Microcellular foamed Recycled ABS)

  • 성갑제;차성운;윤재동
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2002년도 추계학술대회 논문집
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    • pp.896-899
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    • 2002
  • Microcellular foaming Process has several merits, impact strength elevation, thermal insulation, noise insulation, and raw material saving etc. This method make the glass transition temperature of polymers low, and diminish the residual stress of polymers. This characteristics of Microcellular foaming process influences the physical properties of recycled polymers. This paper describes about the impact strength change of Microcellular foamed recycled ABS.

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계장화 샬피 충격시험에 의한 동적 피괴거동 해석

  • 이억섭;김선용;홍성경
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 1995년도 춘계학술대회 논문집
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    • pp.578-584
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    • 1995
  • This investigation evaluates dynamic fracture characteristics of two alloy steels (STD-11 and STS-3 and a gray cast iron (GG-30). The dynamic crack initiation fracture toughness and some of the dynamic fracturing characteristics were evaluated by using the instrumented Charpy impact testing procedures. It was found from experimental results that inertia force strongly depends on impact velocity. The duration of inertia force was constant regardless of impact velocities in steel specimens.

주파수 응답함수를 이용한 콘크리트 슬래브 가속도 및 바닥충격소음 예측 (Prediction of Concrete Slab Acceleration and Floor Impact Noise Using Frequency Response Function)

  • 문대호;박홍근;황재승
    • 한국소음진동공학회논문집
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    • 제24권6호
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    • pp.483-492
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    • 2014
  • Uncomfortable feelings of occupants by indoor floor impact noise in a residential building are not accurately represented by the floor impact noise from a standard impact source. It is due to the characteristics of standard impact sources, which are different from the impact forces produced by occupants. It varies significantly by impact source, and it is not easy to be replicated for testing. As a result, the indoor floor impact noise under different acoustic conditions cannot be directly compared. Using frequency response function(FRF), which represents the input-output relationships of a dynamic system, it is possible to examine the characteristics of the system. Especially, FRF can predict the response of a linear dynamic system subjected to various excitation. To determine the relationship between impact force and the corresponding response of dynamic system in residential building, the acceleration response of a concrete slab and the floor impact noise in the living room, produced by bang-machine and rubber-ball excitation, were measured. The test results are compared to the estimates based on FRF and impact force spectrum.

Test study on the impact resistance of steel fiber reinforced full light-weight concrete beams

  • Yang, Yanmin;Wang, Yunke;Chen, Yu;Zhang, Binlin
    • Earthquakes and Structures
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    • 제17권6호
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    • pp.567-575
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    • 2019
  • In order to investigate the dynamic impact resistance of steel fiber reinforced full light-weight concretes, we implemented drop weight impact test on a total of 6 reinforced beams with 0, 1 and 2%, steel fiber volume fraction. The purpose of this test was to determine the failure modes of beams under different impact energies. Then, we compared and analyzed the time-history curves of impact force, midspan displacement and reinforcement strain. The obtained results indicated that the deformations of samples and their steel fibers were proportional to impact energy, impact force, and impact time. Within reasonable ranges of parameter values, the effects of impact size and impact time were similar for all volumetric contents of steel fibers, but they significantly affected the crack propagation mechanism and damage characteristics of samples. Increase of the volumetric contents of steel fibers not only effectively reduced the midspan displacement and reinforcement strain of concrete samples, but also inhibited crack initiation and propagation such that cracks were concentrated in the midspan areas of beams and the frequency of cracks at supports was reduced. As a result, the tensile strength and impact resistance of full light-weight concrete beams were significantly improved.