• 제목/요약/키워드: FE strength analysis

검색결과 536건 처리시간 0.033초

Effect of post processing of digital image correlation on obtaining accurate true stress-strain data for AISI 304L

  • Angel, Olivia;Rothwell, Glynn;English, Russell;Ren, James;Cummings, Andrew
    • Nuclear Engineering and Technology
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    • 제54권9호
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    • pp.3205-3214
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    • 2022
  • The aim of this study is to provide a clear and accessible method to obtain accurate true-stress strain data, and to extend the limited material data beyond the ultimate tensile strength (UTS) for AISI 304L. AISI 304L is used for the outer construction for some types of nuclear transport packages, due to its post-yield ductility and high failure strain. Material data for AISI 304L beyond UTS is limited throughout literature. 3D digital image correlation (DIC) was used during a series of uniaxial tensile experiments. Direct method extracted data such as true strain and instantaneous cross-sectional area throughout testing such that the true stress-strain response of the material up to failure could be created. Post processing of the DIC data has a considerable effect on the accuracy of the true stress-strain data produced. Influence of subset size and smoothing of data was investigated by using finite element analysis to inverse model the force displacement response in order to determine the true stress strain curve. The FE force displacement response was iteratively adapted, using subset size and smoothing of the DIC data. Results were validated by matching the force displacement response for the FE model and the experimental force displacement curve.

Cyclic behavior of self-centering braces utilizing energy absorbing steel plate clusters

  • Jiawang Liu;Canxing Qiu
    • Steel and Composite Structures
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    • 제47권4호
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    • pp.523-537
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    • 2023
  • This paper proposed a new self-centering brace (SCB), which consists of four post-tensioned (PT) high strength steel strands and energy absorbing steel plate (EASP) clusters. First, analytical equations were derived to describe the working principle of the SCB. Then, to investigate the hysteretic performance of the SCB, four full-size specimens were manufactured and subjected to the same cyclic loading protocol. One additional specimen using only EASP clusters was also tested to highlight the contribution of PT strands. The test parameters varied in the testing process included the thickness of the EASP and the number of EASP in each cluster. Testing results shown that the SCB exhibited nearly flag-shape hysteresis up to expectation, including excellent recentering capability and satisfactory energy dissipating capacity. For all the specimens, the ratio of the recovered deformation is in the range of 89.6% to 92.1%, and the ratio of the height of the hysteresis loop to the yielding force is in the range of 0.47 to 0.77. Finally, in order to further understand the mechanism of the SCB and provide additional information to the testing results, the high-fidelity finite element (FE) models were established and the numerical results were compared against the experimental data. Good agreement between the experimental, numerical, and analytical results was observed, and the maximum difference is less than 12%. Parametric analysis was also carried out based on the validated FE model to evaluate the effect of some key parameters on the cyclic behavior of the SCB.

Comparative finite element analysis of mandibular posterior single zirconia and titanium implants: a 3-dimensional finite element analysis

  • Choi, Sung-Min;Choi, Hyunsuk;Lee, Du-Hyeong;Hong, Min-Ho
    • The Journal of Advanced Prosthodontics
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    • 제13권6호
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    • pp.396-407
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    • 2021
  • PURPOSE. Zirconia has exceptional biocompatibility and good mechanical properties in clinical situations. However, finite element analysis (FEA) studies on the biomechanical stability of two-piece zirconia implant systems are limited. Therefore, the aim of this study was to compare the biomechanical properties of the two-piece zirconia and titanium implants using FEA. MATERIALS AND METHODS. Two groups of finite element (FE) models, the zirconia (Zircon) and titanium (Titan) models, were generated for the exam. Oblique (175 N) and vertical (175 N) loads were applied to the FE model generated for FEA simulation, and the stress levels and distributions were investigated. RESULTS. In oblique loading, von Mises stress values were the highest in the abutment of the Zircon model. The von Mises stress values of the Titan model for the abutment screw and implant fixture were slightly higher than those of the Zircon model. Minimum principal stress in the cortical bone was higher in the Titan model than Zircon model under oblique and vertical loading. Under both vertical and oblique loads, stress concentrations in the implant components and bone occurred in the same area. Because the material itself has high stiffness and elastic modulus, the Zircon model exhibited a higher von Mises stress value in the abutments than the Titan model, but at a level lower than the fracture strength of the material. CONCLUSION. Owing to the good esthetics and stress controllability of the Zircon model, it can be considered for clinical use.

음향 방출 신호를 이용한 탄소/에폭시 적층판의 Mode I 파괴 인성 및 유한요소해석에 관한 연구 (Study on Mode I Fracture Toughness and FEM analysis of Carbon/Epoxy Laminates Using Acoustic Emission Signal)

  • 조현준;전민혁;노해리;김인걸
    • Composites Research
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    • 제35권2호
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    • pp.61-68
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    • 2022
  • 복합재료는 비강도, 비강성 및 내부식성 등이 우수하여 항공우주산업뿐만 아니라 다양한 산업에서 사용되고 있다. 그러나 복합재료는 충격에 취약하고 이러한 충격은 복합 재료 내부의 균열 형성과 균열 성장으로 이어져 구조 파단의 원인이 된다. 본 논문에서는 음향 방출 신호 및 유한요소해석(Finite element analysis, FEA)을 이용하여 복합재 적층판의 Mode I 파괴 모드의 특성을 분석하였다. DCB 시험은 탄소/에폭시 적층판의 Mode I 파괴 특성을 분석하기 위하여 수행되었고 시편의 파괴에 의해서 발생되는 탄성파를 측정하기 위하여 시편에 음향 방출 센서를 부착하였다. 누적 음향 방출 에너지와 균열 선단 위치의 관계를 이용하여 시편의 파괴 인성(Fracture toughness, GI)을 계산하였다. 계산된 파괴 인성 값을 유한요소모델에 적용하여 해석을 수행하였고 하중-변위 곡선 및 균열 길이-변위 곡선을 통하여 DCB 시험 결과와 비교/분석하였다. 유한요소해석 및 DCB 시험의 결과가 잘 일치함을 보였다.

한반도의 황사 관측현황 및 배경지역 미세먼지의 화학적 조성에 관한 연구 (Study on the Yellow Sandy Dust Phenomena in Korean Peninsula and Chemical Compositions in Fine Particles at Background Sites of Korea.)

  • 백광욱;정진도
    • 환경위생공학
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    • 제19권4호
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    • pp.9-18
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    • 2004
  • In this study, the observation data for the yellow sandy dust phenomena from the year 1999 to 2003 at background sites in Korea were collected at Global Atmospheric Observatory at An-Myeon island and its temporal variation were analyzed. The chemical characteristics of the fine particles were also analyzed in order to evaluate sources of the yellow sandy dust particles. The results showed that the monthly average mass concentration of the fine particles was the highest in springtime and the lowest in summertime in general. The magnitude of its variation was also the highest in March in which the occurrence of yellow sandy dust was the most frequent and thus the number of samples was the largest, while the lowest in June through September. The yearly variation of ion components contributions to the total mass concentration of the fine particles was slowly decreasing, showing that $63\%$ in 1999, $59\%$ in 2000 and $56\%$ in 2003. The most prevalent ion components in the fine particles were found to be $NO_3$ and $SO_4^{2-}$, which are known to be source materials of acidic precipitation, and $NH_4^+$, a neutralizing material of the acid precipitation. Relative proportion of metal components in the fine particles was calculated as $14\%$ in average, and their concentrations are in an order of Fe > Al > Na > Ca > Zn > Pb > Cu > Mn > Ni > Cd > Cr > Co > U. The results indicated that main sources of the metals was soil-originated Fe, Al, Ca, and Mg, and the contribution of anthropogenic air Pollution-originated Zn, Pb, Cu, Mn were also high and keep slightly increasing. Statistical analysis showed that the chemical components could be divided into soil-originated group of Mg, Al, Ca, Fe, and Mn and air pollution-originated group of $NO_3$, Zn, Pb, and they are occupying more than $60\%$of all the components in the dusty sand. The results explain that An-Myeon island is more influenced by soil-originated source than ocean-originated one and also the influencing strength of anthropogenic poilution-originated source is less than $50\%$ of that of soil-originated sources. Compared to non-yellow sandy period, the yellow sandy dust period showed that the amounts of soil-originated $Mg^{2+}$ and $Ca^{2+}$ and ocean-originated $Na^+$ and $Cl^-$ were increased to more than double and the metals of Mg, Al, Ca, Fe were also highly increased, while micro metal components such as Pb, Cd, Zn, which have a tendency of concentrating in air, were either decreased or maintained at nearly constant level. In the period of yellow sandy dust, a strong positive correlation was observed between water soluble ions and between metals in terms of its concentration, respectively. Factor analysis showed that the first group being comprised of about $43\%$ of the total inorganic components was affected by soil and they are ions of $Na^+,\;Mg^{2+}\;and\;Ca^{2+}$ and metals of Na, Fe, Mn and Ni. The result also showed that the metals of Mg and Cr were classified as second group and they were also highly affected by soil sources.

Al5052 합금소재와 고장력강판의 이종재료 클린칭 접합특성 (Characteristic of Mechanical Clinching for Al5052 to High-Strength Steels)

  • 이찬주;이상곤;이선봉;김병민
    • 대한기계학회논문집A
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    • 제34권8호
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    • pp.997-1006
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    • 2010
  • 차체 경량화를 위해 알루미늄과 같은 경량금속의 사용은 이종소재 사용은 새로운 접합기술을 요구한다. 클린칭 접합은 이종소재 접합기술 중의 하나로 접합소재의 강도차이에 의해 접합특성이 달라진다. 본 연구에서는 Al5052 합금소재에 대한 고장력강판(SPFC440, 590, 780)에 대한 클린칭 접합특성을 평가하였다. 유한요소해석과 인장전단시험을 통해 클린칭 접합특성인 클린칭 접합의 기학적 구속량과 접합강도를 평가하였다. 상부소재가 고장력강판인 경우, SPFC780 은 상부소재의 네킹으로 클린칭 접합이 불가능하였다. 또한 상부소재의 강도가 증가함에 따라 접합강도가 증가하는 특성을 나타내었다. 하부소재가 고장력강판인 경우, 기하학적 구속량인 목두께 및 언더컷과 접합강도는 하부소재의 강도가 증가함에 따라 감소하는 경향을 나타내었다.

용접잔류응력의 이완과 재분포 해석 및 실험적 검증 (Numerical Analysis and Experimental Verification of Relaxation and Redistribution of Welding Residual Stresses)

  • 송하철;조영천;장창두
    • 대한조선학회논문집
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    • 제41권6호
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    • pp.84-90
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    • 2004
  • For the precise assessment of the effect of welding residual stresses on structural strength and fatigue crack growth behavior, new FE analysis algorithms for the estimation of residual stress relaxation due to external load and redistribution due to fatigue crack propagation were proposed in this paper. Initial welding residual stress field was obtained by thermal elasto-plastic analysis considering temperature dependent material properties, and the amount of residual stress relaxation and redistribution were assessed by subsequent elasto-plastic analysis In the analysis of fatigue crack propagation, the applied SIF(Stress Intensity Factor) range was evaluated by $\frac{1}{4}$-point displacement extrapolation method, and the effect of welding residual stresses on crack propagation was considered by introducing the effective SIF concept. The test results of crack propagations were compared with the predicted data obtained by the analysis.

Wall Column을 적용한 플랫플레이트 접합부 강도발현에 관한 연구 (A Study on Strength of Plat-Plate Wall-Column Connections)

  • 이도범;박홍근;이리형
    • 콘크리트학회논문집
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    • 제18권2호
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    • pp.257-266
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    • 2006
  • 최근 공기단축, 낮은 층고, 자유로운 평면계획 등의 많은 장점을 가지는 플랫플레이트 구조형식이 고층주거건물의 구조형식으로 많이 사용되고 있다. 특히 국내에서 건설되고 있는 플랫플레이트 구조시스템은 횡력에 대한 저항성을 크게 하기 위하여 기둥의 단면이 매우 크며 직사각형 형태를 가지는 벽기둥(wall-column)을 사용하는 경우가 많으므로 접합부 강도산정모형에서는 이러한 기둥의 형태적 요소를 적절히 반영해야 한다. 기둥단면형상에 따른 플랫플레이트-기둥 접합부의 거동특성을 분석하기 위하여 기존의 강도모델을 검토하고 비선형 유한요소해석을 실시하였다. 기존 강도모델은 위험단면에서의 전단응력분포를 가정함에 있어서 기둥단면형상의 영향을 고려하지 못하여 플랫플레이트-기둥 접합부의 강도를 정확하게 예측하지 못하였다. 비선형 유한요소해석 결과, 하중가력방향과 평행한 기둥폭이 길어질수록 위험단면 측면에서 비틀림 전단을 받는 유효영역과 측면 최대전단강도가 줄어들어 접합부의 강도가 큰 폭으로 감소한다. 따라서 플랫플레이트-기둥 접합부의 강도를 정확히 산정하기 위해서는 하중가력방향과 평행한 기둥폭의 길이($c_1$)이 접합부 거동에 미치는 영향을 적절히 반영해야 할 것이다.

Experimental study of graphene oxide on wollastonite induced cement mortar

  • Sairam, V.;Shanmugapriya, T.;Jain, Chetan;Agrahari, Himanshu Kumar;Malpani, Tanmay
    • Advances in concrete construction
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    • 제12권6호
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    • pp.479-490
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    • 2021
  • Present research is mainly focused on, microstructural and durability analysis of Graphene Oxide (GO) in Wollastonite (WO) induced cement mortar with silica fume. The study was conducted by evaluating the mechanical properties (compressive and flexural strength), durability properties (water absorption, sorptivity and sulphate resistance) and microstructural analysis by SEM. Cement mortar mix prepared by replacing 10% ordinary portland cement with SF was considered as the control mix. Wollastonite replacement level varied from 0 to 20% by weight of cement. The optimum replacement of wollastonite was found to be 15% and this was followed by four sets of mortar specimens with varying substitution levels of cementitious material with GO at dosage rates of 0.1%, 0.2%, 0.3% and 0.4% by weight. The results indicated that the addition of up to 15%WO and 0.3% GO improves the hydration process and increase the compressive strength and flexural strength of the mortar due to the pore volume reduction, thereby strengthening the mortar mix. The resistance to water penetration and sulphate attack of mortar mixes were generally improved with the dosage of GO in presence of 15% Wollastonite and 10% silica fume content in the mortar mix. Furthermore, FE-SEM test results showed that the WO influences the lattice framework of the cement hydration products increasing the bonding between silica fume particles and cement. The optimum mix containing 0.3% GO with 15% WO replacement exhibited extensive C-S-H formation along with a uniform densified structure indicating that calcium meta-silicate has filled the pores.

유한요소해석에 의한 GFRP 보강 콘크리트 보의 설계인자 분석 (Parametric Study on Design Variables of Concrete Beam Reinforced with GFRP Rebar using Finite Element Analysis)

  • 문도영;오홍섭;안광열
    • 콘크리트학회논문집
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    • 제20권3호
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    • pp.357-367
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    • 2008
  • 본 연구에서는 FRP 보강근으로 보강된 콘크리트보의 설계변수들에 대한 영향을 고찰하기 위하여 유한요소 해석을 수행하여 휨거동 특성을 해석적으로 분석하였다. 유한요소해석은 범용구조해석 프로그램인 ABAQUS를 사용하여 해석 모델을 구성하였으며, 기 실험된 실험 결과와 거동과 응력등에 대하여 비교 분석함으로서 모델의 적절성을 검증하였다. 검증된 모델을 기준으로 설계변수인 보강비, FRP 보강근의 탄성계수 및 콘크리트 압축강도 등의 변화에 따른 부재의 휨-변위 관계와 휨강성의 영향을 ACI 440에 제시된 이론적인 강성과 비교하였다. 고찰 결과, FRP 보강 콘크리트 보의 거동은 보강비의 영향이 가장 큰 것으로 나타났으며, 콘크리트의 압축강도가 증가할수록 FRP 보강근의 보강비의 영향이 크게 증가하는 것으로 나타났다.