• 제목/요약/키워드: diameter of thickness ratio

검색결과 359건 처리시간 0.023초

알루미늄 판재의 비대칭 냉간압연 시 집합조직 발달에 미치는 압연변수의 영향 (Effect of rolling parameters on the evolution of texture during asymmetrical cold rolling of aluminum sheets)

  • 강형구;한용희;허무영
    • 한국소성가공학회:학술대회논문집
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    • 한국소성가공학회 2007년도 추계학술대회 논문집
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    • pp.84-86
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    • 2007
  • Aluminum sheets were asymmetrically cold rolled without lubrication by using different roll velocities of upper and lower rolls in order to intensify the shear deformation. During asymmetrical cold rolling of aluminum sheets, a reduction per a rolling pass, initial sheet thickness, roll diameter, roll velocity ratio were varied to investigate the effect of rolling parameters. The formation of through thickness shear texture was related to the ratio of the contact length between the roll and sample($l_c$) to the sheet thickness(d). The strain states associated with asymmetrical rolling were investigated by the finite element method (FEM) simulation. FEM results indicated that the evolution of deformation texture in a thickness layer is strongly governed by integrated values of strain rates $\dot{\varepsilon}_{13}$ and $\dot{\varepsilon}_{11}$ along the streamline in the roll gap.

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고속 전철에서 디스크 브레이크의 열거동에 관한 유한요소해석 (Finite Element Analysis of Thermal Behaviours of a Disk Brake in High-Speed Trains)

  • 김청균;조승현
    • 한국윤활학회:학술대회논문집
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    • 한국윤활학회 1997년도 제26회 추계학술대회
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    • pp.200-210
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    • 1997
  • This paper presents the thermal behaviours of a solid type disk brake for a high-speed train. The thermal behaviours of a brake disk with 50mm thickness shows good performance compared with 45mm thickness of a disk because of a high specific heat capacity and thermal expansion ratio. The FEM results show that the thickness of the d!sk with a same weight of the brake disk should be increased for a good flexibility of the contact thermal problems. Therefore, the ratio between the pad and disk in diameter may be reduced and the thickness of a disk increased.

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Buckling failure of 310 stainless steel tubes with different diameter-to-thickness ratios under cyclic bending

  • Chang, Kao-Hua;Lee, Kuo-Long;Pan, Wen-Fung
    • Steel and Composite Structures
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    • 제10권3호
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    • pp.245-260
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    • 2010
  • In this paper, experimental and theoretical investigations on the response and collapse of 310 stainless steel tubes with different diameter-to-thickness ratios subjected to cyclic bending are discussed. The tube-bending device and curvature-ovalization measurement apparatus were used to conduct the experiment. The endochronic theory combined with the principle of virtual work and finite element software, ANSYS, were used to simulate the moment-curvature and ovalization-curvature relationships. It is shown that although the two methods lead to good simulation of the moment-curvature relationship, the endochronic theory combined with the principle of virtual work has the better simulation of the ovalization-curvature response when compared with experimental data and the simulation by ANSYS. In addition, the theoretical formulations proposed by Kyriakides and Shaw (1987) and Lee et al. (2001) were used to simulate the controlled curvature-number of cycles to produce buckling relationship. It is shown that the theoretical formulations effectively simulate the experimental data.

평판 가까이에 놓인 타원형 실린더 주위 유동에 관한 연구 (Flow Around an Elliptic Cylinder Placed Near a Plane Boundary)

  • 김성민;이상준
    • 대한기계학회논문집B
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    • 제20권8호
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    • pp.2637-2649
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    • 1996
  • Flow characteristics and aerodynamic forces acting on an elliptic cylinder placed in a plane boundary layer were investigated experimentally. Four cylinder models with axis ratio(major axis to minor axis, AR=A/B) of 1, 2, 3, and 4 having the same equivalent diameter were used in this experiment. The Reynolds number based on the equivalent diameter $D_e$(=20mm) was 13,000. In the case of circular cylinder, regular vortex shedding occurs for the cylinder gaps larger than G/B=0.3 and is not almost related to the boundary layer thickness. But, for the elliptic cylinders, the vortex shedding frequency is increased with increasing the gap ratio (G/B) and the axis ratio (AR) of elliptic cylinders. The maximum drag coefficient acting on a circular cylinder is mainly affected by the boundary layer thickness. But, the elliptic cylinders(AR$\geq$2), except for the smaller gap G/B<0.2, show a nearly constant drag coefficient which is much smaller than that of a circular cylinder. The base pressure on the flat plate decreases with increasing the axis ratio(AR) of the elliptic cylinder. In the case of a circular cylinder, the base pressure has the minimum value at the gap ratio G/B=0.4, but it occurs at G/D=2 for elliptic cylinders. The mean velocity of the cylinder wake is quickly recovered at a small cylinder height ratio(H/$\delta$), but the turbulent intensity is rapidly recovered at a large cylinder height ratio(H/$\delta$). The effective wake region in the plane boundary layer is shrinkaged with increasing the axis ratio(AR) of elliptic cylinder. And the drag coefficient and streamwise turbulent intensity of the elliptic cylinder with AR=4 are less than half of those for the circular cylinder(AR=1).

Concrete filled double skin tubular members subjected to bending

  • Uenaka, Kojiro;Kitoh, Hiroaki;Sonoda, Keiichiro
    • Steel and Composite Structures
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    • 제8권4호
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    • pp.297-312
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    • 2008
  • A concrete filled double skin tubular (called CFDST in abbreviation) member consists of two concentric circular steel tubes and filled concrete between them. Purpose of this study is to investigate their bending characteristics experimentally. The two test parameters of the tubes considered were an inner-to-outer diameter ratio and a thickness-diameter ratio. As a result, their observed failure modes were controlled by tensile cracking or local buckling of the outer tube. Discussion is focused on the confinement effect on the filled concrete due to the both tubes and also the influence of the inner-to-outer diameter ratios on their deformability and load carrying capacity.

Investigating the load-displacement restorative force model for steel slag self-stressing concrete-filled circular steel tubular columns

  • Feng Yu;Bo Xu;Chi Yao;Alei Dong;Yuan Fang
    • Steel and Composite Structures
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    • 제49권6호
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    • pp.615-631
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    • 2023
  • To investigate the seismic behavior of steel slag self-stressing concrete-filled circular steel tubular (SSSCFCST) columns, 14 specimens were designed, namely, 10 SSSCFCST columns and four ordinary steel slag (SS) concrete (SSC)-filled circular steel tubular (SSCFCST) columns. Comparative tests were conducted under low reversed cyclic loading considering various parameters, such as the axial compression ratio, diameter-thickness ratio, shear-span ratio, and expansion ratio of SSC. The failure process of the specimens was observed, and hysteretic and skeleton curves were obtained. Next, the influence of these parameters on the hysteretic behavior of the SSSCFCST columns was analyzed. The self stress of SS considerably increased the bearing capacity and ductility of the specimens. Results indicated that specimens with a shear-span ratio of 1.83 exhibited compression bending failure, whereas those with shear-span ratios of 0.91 or 1.37 exhibited drum-shaped cracking failure. However, shear-bond failure occurred in the nonloading direction. The stiffness of the falling section of the specimens decreased with increasing shear-span ratio. The hysteretic curves exhibited a weak pinch phenomenon, and their shapes evolved from a full shuttle shape to a bow shape during loading. The skeleton curves of the specimens were nearly complete, progressing through elastic, elastoplastic, and plastic stages. Based on the experimental study and considering the effects of the SSC expansion rate, shear-span ratio, diameter-thickness ratio, and axial compression ratio on the seismic behavior, a peak displacement coefficient of 0.91 was introduced through regression analysis. A simplified method for calculating load-displacement skeleton curves was proposed and loading and unloading rules for SSSCFCST columns were provided. The load-displacement restorative force model of the specimens was established. These findings can serve as a guide for further research and practical application of SSSCFCST columns.

시멘트풀의 영향을 고려한 축소모형 매입말뚝의 거동분석 (The Analysis of Skin Friction on Small-scale Prebored and Precast Piles Considering Cement Milk Influence)

  • 박종전;정경자;정상섬
    • 한국지반공학회논문집
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    • 제33권1호
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    • pp.5-15
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    • 2017
  • 주면마찰력은 매입말뚝에서 가장 큰 영향 요소이다. 특히 시멘트풀과 지반 사이의 인터페이스 거동에 있어 가장 큰 영향을 미친다. 본 연구에서는 시멘트 풀 영향을 고려하여 단독말뚝에 대한 현장축소모형말뚝 재하시험을 수행하였다. 시험말뚝은 상사비를 고려하여 길이 1.3m 지름 0.067m로 선정하였으며, 굴착공경은 150, 125, 90, 86, 74mm, 시멘트풀 물/시멘트비는 90, 70, 60%로 급속재하시험을 수행하였다. 분석 결과 굴착공경이 증가할수록 지지력 증가를 확인하였다. 또한, 물/시멘트비가 부배합일수록 지지력이 증가하는 것을 확인하였다. 상사비를 고려한 축소모형시험결과, 굴착 공경은 말뚝지름(0.508mm 기준)보다 대략 0.1~0.4D(50~200mm) 크게 시공하는 것이 적합하다. 그리고 시멘트풀 물/시멘트비는 본 연구 결과와 품질관리 등을 고려하였을 때, 70% 정도가 적절하다.

톱니형 핀이 부착된 튜브의 와유출특성 연구 (Characteristics of Vortex Shedding behind a Circular Cylinder with Serrated Fins)

  • 부정숙;류병남;김경천
    • 대한기계학회논문집B
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    • 제25권8호
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    • pp.1077-1086
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    • 2001
  • An experimental study is performed to investigate the characteristics of vortex shedding behind a circular cylinder with serrated fins using hot-wire anemometer. Strouhal numbers which are calculated using outer diameter of a circular cylinder with serrated fins are higher than that of a circular cylinder. Fin thickness and pitch are closely related with vortex shedding frequency and play increasing or decreasing vortex shedding after transient Reynolds number. Strouhal numbers using effective diameters which are proposed in this paper agree with that of a circular cylinder. After transient Reynolds number, a trend of Strouhal number can be estimated by checking the ratio of effective diameter to inner diameter.

Serrated Fin이 부착된 튜브의 와유출특성 연구 (Characteristics of Vortex Shedding behind a Circular Cylinder with Serrated Fins)

  • 류병남;김경천;부정숙
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2001년도 춘계학술대회논문집E
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    • pp.570-575
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    • 2001
  • An experimental study is performed to investigate the characteristics of vortex shedding behind a circular cylinder with serrated fins using hot-wire anemometer. Strouhal numbers which are calculated using outer diameter of a circular cylinder with serrated fins are higher than that of a circular cylinder. Fin thickness and pitch are closely related with vortex shedding frequency and play increasing or decreasing vortex shedding after transient Reynolds numbers. Strouhal numbers using effective diameters which are proposed in this paper agree with that of a circular cylinder. After transient Reynolds number, a trend of Strouhal number can be estimated by checking the ratio of effective diameter to inner diameter.

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신생아 모발 표면을 둘러싸고 있는 비늘에 관한 주사전자현미경적 연구 (Scanning Electron Microscopic Study of Scales Surrounding the Surface of Newborn Hair)

  • 정희중;진현숙;장아영;장은주;장병수;김경숙
    • 융합정보논문지
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    • 제10권5호
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    • pp.216-223
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    • 2020
  • 본 연구는 신생아 두피 모발의 기저부에서부터 말단부위까지의 외부형태와 모발 가로 직경 대비 모발 표면에 노출된 비늘의 장축 직경 비율을 주사전자현미경으로 관찰하였다. 신생아 모발은 두피에 인접한 부위에서 부터 모발의 끝부분으로 갈수록 완만하게 가늘어지는 것을 확인하였다. 본 연구에서 모발의 두께가 커질수록 노출된 비늘의 장축 직경 비율은 상대적으로 작아지는 것으로 확인되었지만 모발 표면의 노출된 비늘 장축 직경은 모발의 굵기에 관계없이 비슷한 길이로 나타났다. 결론적으로 가는 모발이나 굵은 모발 표면에 노출된 비늘의 장축 직경은 크게 변화하지 않는 것을 확인하였다.