• 제목/요약/키워드: Distance-bearing

검색결과 226건 처리시간 0.026초

사출성형 섬유강화플라스틱 볼트 연결부의 강도 평가를 위한 실험적 연구 (An Experimental Study for the Strength Evaluation of Bolted Connection in Resin Transfer Molding Fiber Reinforced Polymeric Plastic)

  • 최진우;김선희
    • 도시과학
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    • 제11권2호
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    • pp.25-30
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    • 2022
  • Resin Transfer Molding FRP (RTM FRP) is a fiber reinforced polymeric plastic which is manufactured by applying pressure to fibers, injecting resin into a mold, and then impregnating it. RTM FRP is a new construction material suitable for producing non-continuum structural elements such as sole plate because it has excellent strength and can produce many members in a short time. In this study, experiments were conducted to estimate the capacity of the bolted connection of RTM FRP. First, a tensile test was conducted to confirm the mechanical properties such as the tensile strength of the RTM FRP to be used for the bolted connection experiments. In addition, experiments were conducted on the bolted connection with the thickness of the RTM FRP and the edge distance of the bolt as variables. In the first experiment, F4.8 bolts were used, and shear failure of the bolt occurred before the RTM FRPs were failed. The F4.8 bolt is a general structural bolts used for the sole plate of a bridge bearing, and it was confirmed that the RTM FRP has a higher bold bearing strength than the shear strength of a F4.8 bolt. In the second experiment, G12.9 bolts were used, and shear failure of the bolt and bearing failure of the RTM FRP occurred simultaneously. In addition, as the thickness of the RTM FRP and the edge length of the bolt increased, the strength of the joint increased. When analogized with the bearing fracture equation of steel plate, the bolted connection of RTM FRP showed a bearing strength coefficient of 0.420 to 0.549 compared to the tensile strength, and it is considered that further research is needed.

Experimental and finite element analyses of eccentric compression of basalt-fiber reinforced recycled aggregate concrete-filled circular steel tubular stub column

  • Zhang, Xianggang;Zhang, Songpeng;Yang, Junna;Chen, Xu;Zhou, Gaoqiang
    • Steel and Composite Structures
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    • 제42권5호
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    • pp.617-631
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    • 2022
  • To study the eccentric compressive performance of the basalt-fiber reinforced recycled aggregate concrete (BFRRAC)-filled circular steel tubular stub column, 8 specimens with different replacement ratios of recycled coarse aggregate (RCA), basalt fiber (BF) dosage, strength grade of recycled aggregate concrete (RAC) and eccentricity were tested under eccentric static loading. The failure mode of the specimens was observed, and the relationship curves during the entire loading process were obtained. Further, the load-lateral displacement curve was simulated and verified. The influence of the different parameters on the peak bearing capacity of the specimens was analyzed, and the finite element analysis model was established under eccentric compression. Further, the design-calculation method of the eccentric bearing capacity for the specimens was suggested. It was observed that the strength failure is the ultimate point during the eccentric compression of the BFRRAC-filled circular steel tubular stub column. The shape of the load-lateral deflection curves of all specimens was similar. After the peak load was reached, the lateral deflection in the column was rapidly increased. The peak bearing capacity decreased on enhancing the replacement ratio or eccentric distance, while the core RAC strength exhibited the opposite behavior. The ultimate bearing capacity of the BFRRAC-filled circular steel tubular stub column under eccentric compression calculated based on the limit analysis theory was in good agreement with the experimental values. Further, the finite element model of the eccentric compression of the BFRRAC-filled circular steel tubular stub column could effectively analyze the eccentric mechanical properties.

회전각가속도가 가스 포일 스러스트 베어링의 마찰 및 마모 특성에 미치는 영향 (Effects of Angular Acceleration on the Friction and Wear Characteristics of Gas Foil Thrust Bearings)

  • 황성호;김대연;김태호
    • Tribology and Lubricants
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    • 제39권5호
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    • pp.203-211
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    • 2023
  • This study experimentally investigates the effects of angular acceleration on the friction and wear performances of a gas foil thrust bearing (GFTB) using a typical GFTB with six pads. The outer radius of the bearing is 31.5 mm, the total bearing area is 2,041 mm2 , and the bump foil and incline (ramp) height are both 500 ㎛. The newly developed GFTB test rig for measuring the friction torque and coefficient measures the axial load, drag torque, lift-off speed, and touch-down speed. The experiment is conducted for angular accelerations of 78.5, 314.2, and 328.3 rad/s2 at axial loads of 5, 10, and 15 N, respectively. The test shows that the start-up friction coefficient increases with increasing axial load at the same angular acceleration, and the friction coefficient decreases with increasing angular acceleration under the same axial load. As the angular acceleration increases, the lift-off speed at the motor start-up increases, and the touch-down speed at the motor stop decreases. The wear distance of the GFTB for a single on/off cycle increases with increasing axial load at the same angular acceleration and decreases nonlinearly with increasing angular acceleration under the same axial load. The test results suggest that adjusting the rotational angular acceleration helps reduce bearing friction and wear.

GMT 평판의 볼트조인트 강도 평가 (Estimation of Bolted Joint Strength of Flat Plate of Glass-Mat Reinforced Thermoplastics)

  • 강완석;민지현;이재욱;임용택
    • 대한기계학회논문집A
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    • 제27권10호
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    • pp.1636-1643
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    • 2003
  • In this study, bolted joint made of Glass-Mat Reinforced Thermoplastics (GMT) specimen was under tensile loading to investigate the relation between joint strength and glass-fiber weight fraction of the flat plate specimen. The effect of molding conditions such as the initial size of a GMT charge and molding temperatures was investigated under plane strain condition. In consideration of the specimen geometry, minimum end distance and width of the specimen to induce the bearing fracture mode of the bolted joint were determined. And finally, the effect of the outer diameter of washer and clamping pressure on joint strength was also investigated. Since joint strength is dependent on the local glass-fiber weight fraction, experimentally measured strength was modified, considering its irregular values of the specimen molded under various processing conditions in order to obtain a reasonable correlation between the two.

레이저 간섭계를 이용한 곡률반경 측정에 관한 연구 (A Study on Curvature Radius Measurement Using Laser Interferometer)

  • 이지용;김민주;이승수;전언찬
    • 한국공작기계학회논문집
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    • 제13권6호
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    • pp.34-40
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    • 2004
  • This paper presents studies on curvature radius measurement using the laser interferometer. It is a general practice to measure to $10^{-10}$m in length with the recent improvement and innovations in measurement technology and the processor used. The measurement methods can generally be categorized as these two: the contactual method and non-contactual method; and in this study, we will find ways to lower the cost for a CMM, or a coordinate measurement machine, and try to find an alternative. Furthermore, we will discuss some of the ways to improve the non-contactual measurement methods-optical interferometer method and the optical triangulation method. We will measure an object using a laser distance measuring device and Set the Point-contact result with the ball-bearing type and line-contact result with the bearing type, to decide on which probe type will be used.

스크롤 압축기에 적용된 가변반경 크랭크 기구의 동적 거동에 관한 연구 (Dynamic Behaviour of a Radial Compliant Crank Mechanism Used in Scroll Compressor)

  • 김태종;한동철
    • Tribology and Lubricants
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    • 제12권2호
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    • pp.8-19
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    • 1996
  • Scroll compressor using a slide bushing type radial compliant crank mechanism is modelled, and it's dynamic behaviour characteristics are analyzed. Sealing forces generated in the flank surfaces of the orbiting scroll depending on the distance, e, from slide bushing center to crank pin center are calculated. From the stable condition of orbiting scroll for the moment equilibrium in tangential direction, the range of e is determined as 0$r_o$. Transient response of a crankshaft supported by two journal bearings is investigated, considering applied load, moment, and unbalance force by eccentric mass. As a result, conical whirl mode with circular orbits are obtained. The characteristics of journal orbits and frictional losses are calculated with a variation of viscosity and bearing clearance.

구름접촉시 세라믹의 거시적 마모특성 (Macroscopic Wear Characteristics of Ceramics under the Rolling Contact)

  • Kim, Seock-Sam;Koto, Kohji;Hokkirigawa, Kzauo
    • Tribology and Lubricants
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    • 제5권1호
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    • pp.28-35
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    • 1989
  • The wear tests of ceramic materials in dry rolling contact were carried out at room temperature to investigate their macroscopic wear characteristics. Both point contact and line cootact were adapted in the wear tests of them. Ceramic materials used in these tests were silicon nitride, silicon carbide, cermet of TiN and TiC, titania, and alumina. The wear test of the bearing steel was carried out to compare to the wear test results of the ceramic materials. The results showed that the wear rate of silicon nitride was smaller than any other ceramic materials and bearing steel. In the steady wear, the wear volume of ceramic materials increases linearly with the rolling distance. It was also found from the experimental results that fracture toughness and surface roughness dominate the wear process of ceramic materials in dry rolling contact.

접촉식 3점지지법에 의한 내경측정의 기하학적 오차 해석 (Geometric Error Analysis of Contact Type Three Points Supporting Method for Inner Diameter Measurement)

  • 김민호;김태영
    • 한국정밀공학회지
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    • 제25권5호
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    • pp.69-76
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    • 2008
  • Inner diameter of bearing race is automatically measured by complete inspection system after grinding process. Contact type three points supporting method is widely applied to automatic inner diameter measurement because of its excellent stability. However, the geometric consideration regarding three points supporting method is not sufficient. In this study, the error equation from geometric error analysis of three points supporting method is found. The effect of factors in the error equation is also investigated. The error equation is linear for difference of diameter in sample and master on range of tolerance. An error becomes more and more larger, when the distance of two supporting balls or the diameter of supporting ball are increased. In the result, some considerations are proposed for measurement of inner diameter by the three points supporting method.

Strengthening of bolted shear joints in industrialized ferrocement construction

  • Ismail, M.;Shariati, M.;Abdul Awal, A.S.M.;Chiong, C.E.;Chahnasir, E. Sadeghipour;Porbar, A.;Heydari, A.;Khorami, M.
    • Steel and Composite Structures
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    • 제28권6호
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    • pp.681-690
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    • 2018
  • This paper highlights results of some experimental work that deals with strengthening of bolted shear joints in thin-walled ferrocement structure where steel wires, bent into U-shape are considered as simple inserts around the bolt hole. The parameters investigated include the number of layers of wire mesh, edge distance of bolt hole, size and location of the inserts. Test results have shown that for small edge distance, failure occurred either in cleavage or shearing mode, and the strength of the joint increased with an increase in the edge distance. This continued up to an upper limit set by either tension or bearing failure. The experimental study further revealed that for a given edge distance the strength of a joint can significantly be enhanced by using U-inserts. The equations developed for predicting joint strength in ferrocement composites can also be modified to include the effects of the inserts with a good level of accuracy.

KOMPSAT-3 위성영상의 RPC 보정을 위한 국가 통합기준점 탐지 (Detection of the Unified Control Points for RPC Adjustment of KOMPSAT-3 Satellite Image)

  • 이효성;한동엽;서두천;박병욱;안기원
    • 대한원격탐사학회지
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    • 제30권6호
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    • pp.829-837
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    • 2014
  • KOMPSAT-3는 0.7 m 공간해상도의 스테레오 흑백영상을 획득할 수 있으며, RPC를 제공하고 있다. 내 외부표정요소 오차를 포함하고 있는 제공 RPC로부터 지상좌표를 결정하기 위해서는 지상기준점을 이용한 RPC 조정이 필요하다. 우리나라에는 국토지리정보원에 의해 수천 개의 국가 통합기준점이 국토 전역에 걸쳐 설치되고 분포되어 있다. 따라서 통합기준점은 국토지리정보원의 국가기준점발급시스템에서 쉽게 검색되고 다운로드 받을 수 있다. 본 연구는 KOMPSAT-3 위성영상에서 UCP를 탐지하기 위해, 특징점 추출 방법과 거리 방향각 적용방법을 제안하였다. 그 결과, 거리 방향각 적용방법이 더 좋은 결과를 보였다. 이 방법으로 조정된 RPC는 UCP 한 점만 적용한 경우, GPS 지상 기준점을 이용하여 조정한 경우와 비교하였다. 그 결과, 평면위치 정확도는 제안 방법이 가장 우수하였다. 따라서 본 연구에서 제안한 UCP 탐지방법으로 RPC 보정을 위한 GPS 현장관측을 대체할 수 있을 것이다.