• 제목/요약/키워드: Shear angle

검색결과 1,302건 처리시간 0.023초

합성보에 적용된 앵글 전단연결재의 Push-out 실험 (Push-out Test on Welded Angle Shear Connectors used in Composite Beams)

  • 김영주;배재훈;안태상;장동운
    • 한국강구조학회 논문집
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    • 제26권3호
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    • pp.155-167
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    • 2014
  • 강-콘크리트 합성보는 오랫동안 건물시공에 사용되어져 왔다. 합성보의 필수요소는 강재단면과 콘크리트 슬래브 사이의 전단접합이며, 주로 기계적 전단연결재가 사용되며 다양한 형상의 장치가 사용되어져 왔다. 본 연구는 앵글 전단연결재를 가진 push-out 실험체의 실험결과를 조사한 것이다. 앵글 전단연결재의 전단성능을 검토하기 위해서 모두 22개의 push-out 실험체를 설계하였으며, 앵글의 높이, 용접길이 및 앵글의 간격 등의 실험변수를 바탕으로 그 영향을 검토하였다. 실험결과를 바탕으로 앵글 전단연결재의 전단강도를 예측할 수 있는 설계식을 제안하였다.

Behavior of steel-concrete composite beam using angle shear connectors at fire condition

  • Davoodnabi, Seyed Mehdi;Mirhosseini, Seyed Mohammad;Shariati, Mahdi
    • Steel and Composite Structures
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    • 제30권2호
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    • pp.141-147
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    • 2019
  • Fire is one of the environmental parameters affecting the structure causing element internal forces to change, as well as reducing the strength of the materials. One of the common types of floors in tall steel structures is the steel concrete composite slab. Shear connectors are used in steel and concrete composite beam in various shapes also has played significant role in a burning fire event of building with a steel concrete composite beam. The current study has reviewed the effects of temperature raising on the angle connector behavior through the use of push out tests and monotonic static force. The results have shown (1) the ductility of the samples is acceptable based on EC4 standard; (2) temperature raising has reduced the stiffness; (3) the shear ductility increment; and (4) the shear capacity reduction. Also, the amount of angle shear connector resistance has been decreased from 18.5% to 41% at ambient temperature up to $850^{\circ}C$.

톱니형Chip의 절삭기구와 Energy에 관한 연구 (A Study on the Cutting Mechanism and Energy with Saw-toothed Chip)

  • 김항영;오석형;서남섭
    • 한국정밀공학회지
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    • 제4권3호
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    • pp.44-51
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    • 1987
  • In metal cutting various types of chips are produced in consequence of cutting conditions. Flow-type chips have been studied in most cases because they are easier to be analyzed, but the actual surfaces of chips are not smooth, but crushed. This paper deals with saw-toothed chips, special types of flow-type chips, which have deep concaves and high convexes and sharp angles on the free surface. I tried to establish the theory of saw-toothed chip mechanism through experimental observation, that is, the mathmatical model of the cutting energy and cutting mechanism through the geometrical observation of the chips by using a microscope. The results obtained are as follows: 1. The mechanism of saw-toothed chips is diffenent from that of general flow-chips. 2. In the case of saw-toothed chips, the shear angle must be measured by the hypotenuse angle and the rake angle, and the shear angle is more affected by the rake angle than by the hypotenbuse angle. 3. The friction angle is represented by .beta. = . pi. /4+ .alpha./ sub n/- .phi. which is different from Merchant's equation. 4. The pitch and the slip are greatly influenced by depth of cut, but the influence of the rake angle on it is small. 5. The normal stress and the shear stress on the shear plane decrease with the increase of the cutting depth, and they are almost independent on the variation of a rake angle. 6. The unit friction energy on the tool face, the unit shear energy on the shear plane, and the total cutting energy per unit volume decrease with the increase of rake angle and cutting depth.

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단일 ㄱ형강의 블록전단 파단 및 전단지체 현상 -고력볼트 3개 또는 4개로 접합된 단일 ㄱ형강- (Block Shear Rupture and Shear Lag of Single angle in Tension Joint -Single angle with three or four bolt connection-)

  • 이향하;심현주;이은택
    • 한국강구조학회 논문집
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    • 제16권5호통권72호
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    • pp.565-574
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    • 2004
  • 본 연구는 볼트개수 3개 또는 4개로 접합된 인장력을 받는 ㄱ형강의 블록전단 파단시, 전단지체 효과를 분석하여 AISC의 블록전단식과 순단면파단식을 비교 검토하였다. 볼트 3개 또는 4개로 접합된 실험체의 경우 순단면 파단과 같은 블록전단, 순단면 형태의 파단으로 파단되었다. 실험결과는 블록전단에 영향을 미치는 접합길이, 실험체의 두께, 감소계수 등을 변수로 분석하였다. 실험결과에 따라, 블록전단내력 산정시 Kulak의 제안한 감소계수 U를 계산해서 적용하는 것이 필요한 것으로 판단된다.

전단동축형 분사기들의 미립화 특성에 대한 연구 (Study on Atomization Characteristics of Shear Coaxial Injectors)

  • 안종현;이근석;안규복
    • 한국분무공학회지
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    • 제26권1호
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    • pp.9-17
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    • 2021
  • Six shear coaxial injectors with different recess length and taper angle were manufactured. Cold-flow tests on the injectors were performed at room temperature and pressure using water and air as simulants. By changing the water mass flow rate and air mass flow rate, spray images were taken under single-injection and bi-injection. Breakup length and spray angle were analyzed from instantaneous and averaged spray images using image processing techniques. For all the injectors, the breakup length generally decreased as the momentum flux ratio increased at the same gas mass flow rate. The injectors with 7.5° taper angle usually had the longest breakup length and the smallest spray angle. When the taper angle was 15° or more, it hardly affected breakup length and spray angle. The recess length did not influence breakup length but its effect on spray angle depended on the taper angle.

복부대동맥 분기관에서의 벽면전단응력 분포 벽면운동과 임피던스 페이즈 앵글과 비뉴턴유체의 영향 (Wall Shear Stress Distribution in the Abdominal Aortic Bifurcation : Influence of wall Motion, Impedance Phase Angle, and non-Newtonian fluid)

  • 최주환;김찬중;이종선
    • 대한의용생체공학회:의공학회지
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    • 제21권3호
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    • pp.261-271
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    • 2000
  • 벽면운동(wall motion)과 임피던스 페이즈앵글(impedance phase angle; 압력파와 유랑파 기아의 위상차)을 고려하여 맥동유동하에 있는 복부대동맥 분기관모델에서 2차원 전산유체해석을 수행하였다. 해석결과 분기광 근처에서응 전단응력의 크기가 매우 급격한 변화를 보임을 관찰하였고 벽면운동은 전단응력의 진폭을 감소시키는 효과를 가져왔다. 임피던스 페이즈 앵글이 음의 값을 향해 갈수록 시간 평균된 벽면 전단응력(mean wall shear stress)의 값은 감소하였으나 진폭(amplitude of wall shear stress)은 오히려 증가하였다. 페이즈앵글의 영향은 평균 벽면전단응력이 영에 근접하는 외벽(outer wall or lateral wall)의 바같쪽으로 휘어지는 부분(curvature site)에서 상대적으로 크게 나타났는데 $-90^{\circ}$ 페이즈앵글(혈류파가 혈압파를 1/4주기 앞서는 경우)일 경우에 $0^{\circ}$의 경우에 비해 평균은 $50\%$정도 감소하였고 진폭은 $15\%$정도의 상승를 나타내었다. 그러므로 고혈압 환자와 같이 큰 음의 페이즈앵글을 갖는 경우, 벽면전단응력의 평균은 낮아지고 시간에 따라 변화량(진폭)은 증가하므로 low and oscillatory wall shear stress 이론에 의하면 동맥경화에 더 민감하게 된다. 비뉴턴유체로 모델링한 경우에는 뉴턴유체의 경우에 비해 벽면전단응력의 평균값이 증가하므로서 동맥경화에 덜 민감하게 된다.

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직접전단시험모델에 의한 뿌리말뚝의 탄소성조인트 유한요소해석 (Elasto-plastic Joint Finite Element Analysis of Root-pile Using the Direct Shear Test Model)

  • 한중근
    • 한국환경복원기술학회지
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    • 제5권4호
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    • pp.19-30
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    • 2002
  • The stability of slope using root-pile like to the reinforcements is affected by the interaction behavior mechanism of soil-reinforcements. Through the studying on the interaction in joint of its, therefore, the control roles can be find out in installed slope. In study, the stress level ratio based on the insert angle of installed reinforcements in soil used to numerical analysis, which was results from the duty direct shear test in Lab. The maximum shear strain variation on the reinforcements was observed at insert angle, which was approximately similar to the calculated angle based on the equation proposed by the Jewell. The elasto-plastic joint model on the contact area of soil-reinforcements was presumed, the reinforced soil assumed non-linear elastic model and the reinforcements supposed elastic model, respectively. The finite element analysis of assumed models was performed. The shear strain variation of non-reinforced state obtained by the FEM analysis including elasto-plastic joint elements were shown the rationality of general limit equilibrium analysis for the slope failure mode on driving zone and resistance zone, which based on the stress level step according to failure ratio. Through the variation of shear strain for the variation of inserting angle of reinforcements, the different mechanism on the bending and the shear resistance of reinforcements was shown fair possibility.

二次元 切削時 칩-工具 마찰상태에 따른 剪斷角 변화 (Shear Angle Variation Depending on Chip-Tool Friction in Orthogonal Cutting)

  • 이영문;송지복
    • 대한기계학회논문집
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    • 제12권2호
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    • pp.252-261
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    • 1988
  • 본 연구에서는 강의 2차원 적삭실험을 행하고 칩의 두께측정으로부터 구한 전단각 해에 의한 전단각 값의 비교를 통하여 이들 전단각 해의 한계성을 고찰하였으며,Zorev에 의한 제한된 전단과정과 마찰과정의 상호 의존성에 입각한 정역학적인 평형조건 과 공구경사면에 작용하는 응력분포의 가정하에서 전단각.PHI.의 새로운 해를 유도하고 이의 실현성을 검토하였다.

대나무(대체근계)의 토질강도보강효과에 대한 실험적 연구 -토양수분제어하의 단순전단시험에 의한 해석- (Experimental Study on Reinforcement Effectives of Soil Shear Strength by Bamboo(Substitute Materials Simulating a Root System) -Analysis caused by Simple Shear Test under Soil Suction Control-)

  • 이창우
    • 한국환경복원기술학회지
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    • 제7권2호
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    • pp.46-51
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    • 2004
  • In this paper, reinforcement of soil shear strength by bamboo(substitute materials simulating a root system) are evaluated by soil strength parameters(apparent cohesion(c) and internal friction angle(tan${\Phi}$)), using simple shear tester which clearly depicts shear deformation and controls soil suction. The results show that the internal friction angle does not change under various soil suction conditions but the apparent cohesion, which reach a peak in suction of 45cm$H_2O$ near critical capillary head, is effected by soil suction. And the reinforcement of soil strength by bamboo are expressed by apparent cohesion more than internal friction angle. In addition the increment of apparent cohesion by bamboo reached a peak in suction 45cm$H_2O$ too.

티타니움의 절삭성에 관한 연구 (A Study on the Machinability of Titanium)

  • 정성규;오석형;서남섭
    • 한국정밀공학회지
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    • 제6권2호
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    • pp.40-46
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    • 1989
  • Recently, the researches on cutting the new material have been done for development of aerospace industrial engineering. Especially, titanium ally is well known as heat resisting, antiwear, anticorrosion and difficult-to-machine materials. Many studies on the analysis of shear angle have been done for improving productivity in cutting these materials. In case of titanium alloy, the saw-toothed type of chip which has wave surface of a triangular form, an eccentric from of a continuous type of chip that is produced in the cutting process, was checked. Nakayama supposed that a maximum shear strewss plane and the shear crack in the free surface made an angle of $45^{\circ}$ .deg. , but it's usually much larger than that. In this paper, the author analyzed the shear conditions of the cutting process in the quick-stopping device with the help SEM-photographs, and measured the hypotenuse angle directly in the photographs of the chips. In conclusion, the author tried to find the shear angle in the cutting process with the saw-toothed chip and compared it with the shear angles which can be calculated from the theories established by others. The results obtained are as follows. 1. In case of the saw-toothed chips, the equivalent cutting ratio can be calculated by using the chip thickness to two-thirds of ramp height. 2. The theory of Ernst-Merchant is not applicable to the titanium and its alloys which does not fractured in accordance with the theory of maximum shear stress. 3. When we cut the titanium alloys which produced the saw-toothed chips, the shear angle can be found with the theories of Rowe-Spick, P.K. Wright and the measurement of hypotenuse angle.

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