• 제목/요약/키워드: In-plane rigidity

검색결과 60건 처리시간 0.027초

A Study on the Distortion Caused by Spot Heating with Air Cooling

  • Shin S. B.;Youn J. G.
    • International Journal of Korean Welding Society
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    • 제5권1호
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    • pp.35-43
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    • 2005
  • This paper deals with the optimum condition for spot heating to correct the thin buckled panel caused by welding. Heat input models for each flame torch tip (500, 800, 2000) with standoff were establish using FEA to evaluate the temperature distribution of the heated plate and verified by experiment. With the heat input models developed for each torch tip, the effect of heating variables including ramp ratio(R) and standoff on the radial shrinkage and angular distortion was identified using FEA. Based on the results, the proper conditions of spot heating with air cooling were established. The amount and distribution of the radial shrinkage by spot heating were formulated as the function of heating variables and in-plane rigidity of the plate.

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비균질 Pasternak 지반에 놓인 집중질량을 갖는 변단면 후판의 동적안정해석 (Dynamic Stability Analysis of Thick Plates with Varying Thickness and Concentrated Mass on Inhomogeneous Pasternak Foundation)

  • 이용수;김일중
    • 한국소음진동공학회논문집
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    • 제21권8호
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    • pp.698-707
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    • 2011
  • 이 연구는 유한요소법을 이용하여 집중질량을 갖고 비균질한 지반에 놓은 변단변 후판 구조물에 대한 동적 안정해석이다. 해석을 위하여 유한요소법을 이용하여 해당구조물의 고유진동수와 좌굴하중을 구하여 기존해와 비교하여 프로그램을 검증하였다. 비균질 Pasternak 지반에 놓인 변단면으로 집중질량을 갖는후판의 동적안정 해석을 통하여 판의 불안정 영역이 결정된다. 무차원 Winkler 지반강성은 100, 1000을 적용하였고, 무차원 전단지반강성은 5로 하였다. 그리고 변단면율은 0.25, 1.0, 집중질량비는 0.25, 1.0 그리고 면내응력은 $0.4{\sigma}_{cr}$을 적용하여 해석하였다.

유한요소해석을 이용한 다층 FCA 맞대기 용접부의 횡 방향 잔류응력 평가에 관한 연구 (A Study on the Evaluation of Transverse Residual Stress at the Multi-pass FCA Butt Weldment using FEA)

  • 신상범;이동주;박동환
    • Journal of Welding and Joining
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    • 제28권4호
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    • pp.26-32
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    • 2010
  • The purpose of this study is to evaluate the residual stresses at the multi-pass FCA weldment using the finite element analysis (FEA). In order to do it, an H-type specimen was selected as a test specimen. The variable used was in-plane restraint intensity. The temperature distribution at the multi-pass FCA butt weldment was evaluated in accordance with the relevant guidance recommended by the KWJS. The effective conductivity for the weld metal corresponding to each welding pass was introduced to control the maximum temperature below the vaporization temperature of weld metal. The heat flux caused by welding arc was assumed to be applied to the weld metal corresponding to welding pass. With heat transfer analysis results, the distribution of transverse residual stresses was evaluated using the thermo-mechanical analysis and compared with the measured results by XRD and uniaxial strain gage. In thermo-mechanical analysis, the plastic strain resetting at the temperature above melting temperature of $1450^{\circ}C$ was considered and the weld metal and base metal was assumed to be bilinear kinematics hardening continuum. According to the comparison between FEA and experiment, transverse residual stresses at the multi-pass FCA butt weldment obtained by FEA had a good agreement with the measured results, regardless of in-plane rigidity. Based on the results, it was concluded that thermo-mechanical FE analysis based on temperature distribution calculated in accordance with the KWJS’s guidance could be used as a tool to predict the distribution of residual stress of the multi-pass FCA butt weldment.

FRP 시트 및 강봉 트러스 시스템으로 보강된 조적벽의 내진성능 비교 연구 (Comparative Study on Seismic Performance of Masonry Wall Strengthened by FRP Sheet or Steel-Bar Truss System)

  • 이혜지;김상희;양근혁
    • 한국구조물진단유지관리공학회 논문집
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    • 제26권5호
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    • pp.1-9
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    • 2022
  • 이 연구에서는 Hwang et al.(2021a, 2021b)가 제시한 강봉 트러스 시스템과 FRP 시트로 보강된 조적벽체의 면내·외 내진성능을 비교평가하였다. 면내·외 가력에서 FRP 시트로 보강된 조적벽체의 최대 내력은 각각 무보강 조적벽체의 71% 및 85% 수준으로 순수 조적벽체의 내력을 발휘하지 못하고 더 낮은 내진 성능을 보였다. 강봉 트러스 시스템으로 보강된 조적벽체의 최대 내력은 무보강 조적벽체에 비해 약 1.8배 높았다. 강봉 트러스 시스템은 FRP 시트 부착 공법에 비해 최대 내력, 강성, 에너지 소산능력 향상에 뛰어났다. 하지만, FRP 시트로 보강된 조적벽체의 경우, FRP시트를 조적벽체의 전체에 보강함으로써 조적벽체가 과보강되었고, 실험체가 미끄러짐 파괴가 발생 강성발현 증가효과가 미미한 것으로 판단된다. 추후, FRP 시트를 조적벽체의 일부분만 보강한 실험체와 강봉 트러스 시스템으로 보강한 실험체의 내진성능을 비교하는 후속연구가 필요하다.

CNC 밀링에 의한 볼록곡면 가공시의 가공특성에 관한 연구 (A study on the characteristics of the convex surface machining in CNC milling)

  • 한흥삼;이동주
    • 한국정밀공학회지
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    • 제12권11호
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    • pp.45-51
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    • 1995
  • In order to suggest the proper cutting conditons of the CNC milling machining for the free-form surface, some experments were carried out. In the experiments, the influence of cutting conditions on a inclined spherical surface were examined by geometrical analysis. In this study, the roundness and cutting force were measured to know the effect of several cutting conditions on the machined surface and the cutting characteristics were carefully investigated. The results obtained in this study are aw follows. 1) If the tool ha s enough rigidity, we can get better dimensional accuracy in up-ward cutting than down- ward cutting. 2) A great roundness error is appeared on the surface declined under 30 degress to the horizontal plane in circular machining by a bal end mill. 3) If the thrust force is increased, the stability of tool is decreased. And the phenomenon is apperared in great in down-ward cutting than up-ward cutting.

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Drill 가공에서의 절삭저항에 관한 연구 (On the Cutting Resistance in Drilling Operation)

  • 김윤제
    • 한국정밀공학회지
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    • 제2권2호
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    • pp.43-59
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    • 1985
  • In relation to the machinability of drilling operation, experiments were made to investigate the effect of cutting condition on static as well as dynamic cutting resistances in cutting plane carbon steel (SM 45 C) with H.S.S. twist drills. The results were as follows. 1) The static cutting resistances on carbon steel can practically be calculated by the following equations which were derived from experimental result. The deviation from the experimental values was less than 8% and 13% for cutting torque and thrust respectively. For cutting torque M: M=0.019 $H_B\;{f^{0.68}d^{1.68}$ For thrust T: T=0.400406 $r^{0.6}d^{0.68}$ + 0.1835 $H_BC^2$(where $H_B$: Brinnel hardness) 2) The static components of cutting resistance are increased exponentially with increasing drill diameter and feed rate. On the effect of drill diameter, the dynamic components of torque are decreased with increasing dirll diameter because of rigidity, the dynamic components of thrust being not effected with the changes. 3) As feed rates increase, the dynamic components of torque rather decrease although its changes on thrust components are unstable. 4) The static components of cutting resistance and dynamic component of torque are slightly decreased in accordance with the increase of spindle speed although its dynamic thrust components are not effected by the spindle speed.

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Deflection of axially functionally graded rectangular plates by Green's function method

  • Rezaiee-Pajand, Mohammad;Sani, Ahmad Aftabi;Hozhabrossadati, Seyed Mojtaba
    • Steel and Composite Structures
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    • 제30권1호
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    • pp.57-67
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    • 2019
  • This paper deals with the static analysis of axially functionally graded rectangular plates. It is assumed that the flexural rigidity of the plate varies exponentially along one of the plate's in-plane dimensions. Both an analytical approach and a numerical method are utilized to solve the problem. The analytical solution is obtained by using the Green's function method. To employ this approach, the adjoint boundary value problem is established. Then, exact solutions for deflection of the plate for different boundary conditions are found. In another way, a finite element formulation for the problem is developed. In order to demonstrate the validity of the Authors' formulation, the results obtained via both mentioned schemes are compared with each other for functionally graded plates and with results of previously published works for homogeneous plates. The effect of plate parameters on the response of the plate is also investigated. To remind the research background, a brief review on the application of Green's function method in plates' analysis and functionally graded plates is also presented.

편재하중을 받는 점토지반과 강널말뚝의 거동해석 (A Behaviour Analysis on Clayey Ground and Steel Sheet Piles Subjected to Unsymmetrical Surcharges)

  • 이문수;이병구;정진섭;김찬기
    • 대한토목학회논문집
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    • 제14권4호
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    • pp.977-988
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    • 1994
  • 본 연구는 연약지반상에 sand drain을 타설하고 성토하여 교대 및 교각을 시공하는 진월 인터체인지에서 기초지반의 침하, 융기 및 이미 시공된 교각기초부분의 수평방향 변위를 측정한 실측치와 Sekiguchi의 탄 점소성모델을 Biot의 압밀방정식과 결합하여 2차원 평면변형용조건으로 유한요소해석한 결과를 비교 검토하였다. 이때 교각기초인 강판말뚝은 등가의 강널말뚝벽으로 환산하였다. 그리고 환산한 벽체에 축력의 변화, 강성의 변화, 지지조건의 변화 및 고정점위치의 변화 동에 따른 기초지반의 거동과 강널말뚝벽체의 거동 특성을 밝혔다.

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상 변태를 고려한 HY-100강 용접부의 수축 및 잔류응력 예측에 관한 연구 (A Study on the Prediction of Shrinkage and Residual Stress for the HY-100 Weldment Considering the Phase Transformation)

  • 이희태;신상범
    • Journal of Welding and Joining
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    • 제25권1호
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    • pp.42-48
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    • 2007
  • For high performance and structural stability, application of high strength steel has continuously increased. However, the change of the base metal gives rise to problems with the accuracy management of the welded structure. It is attributed to the martensite phase transformation of the high strength low alloy steel weldment. The purpose of this study is to establish the predictive equation of transverse shrinkage and residual stress for the HY-100 weldment. In order to do it, high speed quenching dilatometer tests were performed to define a coefficient of thermal expansion(CTE) at the heating and cooling stage of HY-100 with various cooling rates. Uncoupled thermal-mechanical finite element(FE) models with CTE were proposed to evaluate the effect of the martensite phase transformation on transverse shrinkage and residual stresses at the weldment. FEA results were verified by comparing with experimental results. Based on the results of extensive FEA and experiments, the predictive equation of transverse shrinkage and longitudinal shrinkage force at the HY-100 weldment were formulated as the function of welding heat input/in-plane rigidity and welding heat input respectively.

자동차용 알루미늄 5185-폴리프로필렌 샌드위치 판재의 성형성 (Formability of Aluminum 5182-Polypropylene Sandwich Panel for Automotive Application)

  • 김기주;정효태;손일선;김철웅;김중배
    • 한국자동차공학회논문집
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    • 제15권2호
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    • pp.175-181
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    • 2007
  • The objective of this study was to develop formability evaluation techniques in order to apply aluminum sandwich panel for automotive body parts. For this purpose, newly adopting formability evaluation (using limit dome height and plane strain test) was carried out in order to secure the fundamental data for the measurement of sheet metal forming and the establishment of optimum forming conditions of the aluminum sandwich panel. The results showed that there were good agreements between the old formability evaluation method and the new method which was more simplified than that of old one. From the results of these formability evaluation, the formability of sandwich panel was higher than that of aluminum alloy sheet alone which was the skin component for the sandwich panel. Also, it was found that sandwich panel could reduce the weight and could have the same flexural rigidity simultaneously when it was compared to the automotive steel sheet.