• 제목/요약/키워드: equivalent depth

검색결과 348건 처리시간 0.022초

Thermal buckling properties of zigzag single-walled carbon nanotubes using a refined nonlocal model

  • Semmah, Abdelwahed;Beg, O. Anwar;Mahmoud, S.R.;Heireche, Houari;Tounsi, Abdelouahed
    • Advances in materials Research
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    • 제3권2호
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    • pp.77-89
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    • 2014
  • In the present article, the thermal buckling of zigzag single-walled carbon nanotubes (SWCNTs) is studied using a nonlocal refined shear deformation beam theory and Von-Karman geometric nonlinearity. The model developed simulates both small scale effects and higher-order variation of transverse shear strain through the depth of the nanobeam. Furthermore the present formulation also accommodates stress-free boundary conditions on the top and bottom surfaces of the nanobeam. A shear correction factor, therefore, is not required. The equivalent Young's modulus and shear modulus for zigzag SWCNTs are derived using an energy-equivalent model. The present study illustrates that the thermal buckling properties of SWCNTs are strongly dependent on the scale effect and additionally on the chirality of zigzag carbon nanotube. Some illustrative examples are also presented to verify the present formulation and solutions. Good agreement is observed.

지반 응답 해석 Round Robin Test의 입력 지반 물성에 따른 지반 응답 특성 영향 고찰 (Effect of Input Soil Properties for Round Robin Test on Ground Response Analysis)

  • 김동수;이세현;추연욱;박성식;김동준
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2007년 가을학술발표회
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    • pp.305-316
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    • 2007
  • Free field ground motion during earthquake is significantly affected by the local soil conditions and it is essential for the seismic design to perform the site specific ground response analysis. So, Round Robin Test (RRT) on ground response analysis was performed for three sites in Korea. A total of 12 teams presented the results of ground response analysis with used input soil properties based on own judgement. In this paper, the results of one dimensional equivalent linear analysis presented by 11 teams were compared to evaluate the effect of input soil properties on ground response analysis. Additionally, 4 influence factors on ground response analysis, that is shear wave velocity of soil layer, nonlinear dynamic deformational characteristics, bedrock depth and bedrock velocity were studied for assumed simple soil conditions.

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Analytical methods for determination of double-K fracture parameters of concrete

  • Kumar, Shailendra;Pandey, Shashi Ranjan;Srivastava, A.K.L.
    • Advances in concrete construction
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    • 제1권4호
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    • pp.319-340
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    • 2013
  • This paper presents a comparative study on the double-K fracture parameters of concrete obtained using four existing analytical methods such as Gauss-Chebyshev integral method, simplified Green's function method, weight function method and simplified equivalent cohesive force method. Two specimen geometries: three point bend test and compact tension specimen for sizes 100-500 mm at initial notch length to depth ratios 0.25 and 0.4 are used for the comparative study. The required input parameters for determining the double-K fracture parameters are derived from the developed fictitious crack model. It is found that the cohesive toughness and initial cracking toughness determined using weight function method and simplified equivalent cohesive force method agree well with those obtained using Gauss-Chebyshev integral method whereas these fracture parameters determined using simplified Green's function method deviates more than by 11% and 20% respectively as compared with those obtained using Gauss-Chebyshev integral method. It is also shown that all the fracture parameters related with double-K model are size dependent.

콘크리트, 잡석에 의한 이질기초 치환효과에 관한 연구 (A Study on Displacement Effect of Different Foundation using Concrete and Rubble)

  • 임해식;박용부
    • 토지주택연구
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    • 제2권2호
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    • pp.189-194
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    • 2011
  • 동일 건축물의 지지력변화 구간이나 이질기초 부위에서 보강방법은 경험적이나 약식검토의 방법으로 처리되고 있으므로 이 문제를 보완하기 위해 해석적 기법에 의한 기초의 안정성을 판단하고 보완할 수 있는 방법을 제시하였다. 이질 기초지반의 치환에 의해 보강효과를 산정하기 위하여는 기초면 하부 지반의 깊이에 따른 영향계수를 고려한 지반강성 평가방법을 적용하여 치환지반의 효과를 판정하여야 한다. 이에 본 논문에서는 잡석치환과 콘크리트 치환에 의해 지반이 보강되는 효과를 나타내는 등가 지반반력계수를 손쉽게 산정할 수 있는 도표와 관계식을 제시하였다.

인공개재물 이식법을 통한 항공기용 티타늄 주물의 피로설계 (An Artificial Inclusion Seeding Methodology for Fatigue Design of Aerospace Ti Castings)

  • ;박용국;김진곤
    • 한국주조공학회지
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    • 제26권4호
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    • pp.184-190
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    • 2006
  • Presence of inclusions in Ti castings imparts detrimental effects on the mechanical performance of castings. However, actual inclusions do not occur very frequently and they are difficult to locate. As a result, acquirement of specimens for mechanical tests and thus in-depth research of the adverse influence of inclusions are challenging. To address this problem, artificial inclusion seeding methodology is developed to emulate actual inclusions in Ti investment castings. Firstly, to validate that this new methodology does not result in inherent mechanical property degradation, Ti specimens with machined, backfilled and HIPed holes are produced and compared to control (unaltered), cast Ti material. Fatigue test results indicate that this 'machine-and-HIP methodology without seeding' does not result in any fundamental mechanical property alteration, which would bias ensuing comparative results. Secondly, based on this result, validation of the artificially seeded inclusions being equivalent to 'as cast' inclusions is performed by comparing their fatigue behaviors. Test specimens created by the novel artificial inclusion seeding methodology are equivalent to Ti casting specimens containing actual cast-in inclusions, and an adverse effect of inclusions in investment castings is confirmed.

A new hierarchic degenerated shell element for geometrically non-linear analysis of composite laminated square and skew plates

  • Woo, Kwang-Sung;Park, Jin-Hwan;Hong, Chong-Hyun
    • Structural Engineering and Mechanics
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    • 제17권6호
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    • pp.751-766
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    • 2004
  • This paper extends the use of the hierarchic degenerated shell element to geometric non-linear analysis of composite laminated skew plates by the p-version of the finite element method. For the geometric non-linear analysis, the total Lagrangian formulation is adopted with moderately large displacement and small strain being accounted for in the sense of von Karman hypothesis. The present model is based on equivalent-single layer laminate theory with the first order shear deformation including a shear correction factor of 5/6. The integrals of Legendre polynomials are used for shape functions with p-level varying from 1 to 10. A wide variety of linear and non-linear results obtained by the p-version finite element model are presented for the laminated skew plates as well as laminated square plates. A numerical analysis is made to illustrate the influence of the geometric non-linear effect on the transverse deflections and the stresses with respect to width/depth ratio (a/h), skew angle (${\beta}$), and stacking sequence of layers. The present results are in good agreement with the results in literatures.

후미추돌사고의 유효충돌속도가 차량손상 및 승차자 상해에 미치는 영향에 관한 연구 (A Study on the Effect of Delta-V Based on Vehicle Damages and Injuries Subjected by Rear-End Collisions)

  • 강성모;안병준
    • 한국안전학회지
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    • 제23권2호
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    • pp.72-80
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    • 2008
  • In a case of an automobile collision, vehicle damage and injury of the driver and the passenger occur. The scale of the collision which is effected by the extent of vehicle damage and the injury of the passenger, depends on the delta-V. Based on the photograph interpretation o the actual case of accidents in the Seoul and the Incheon area, this study measured the depth of crush and calculated the delta-V. Through verifying the correlation of the depth of crush and the change of velocity, relative equation was evaluated and compared with the prior study results to prove that they are almost identical. Thus, the depth of crush can be used as an index of the degree of impact, which can be utilized as the change of velocity to evaluate the level of injury done to the passengers. However, the period of hospitalization and diagnostics claimed by the injured proves to have no correlation with the delta-V and the extent of vehicle damage, this is due to the non-objective way of diagnosis and the anamnesis of the injured. This study established the absolute limit harmlessness and the choosing limit harmlessness, allowing the appraisal for Yes or No of the injury or the harmlessness based on the prior studies. Moreover, utilizing the relative equation formed between the depth of crush and the delta-V, each case of collision was compared and evaluated in comparison to the limit harmlessness to prove that the 90.4% of the so-called 'claiming-to-be-injured' were exaggerating or fabricating.

Nonlinearity effect on the dynamic behavior of the clayey basin edge

  • Hadi Khanbabazadeh
    • Geomechanics and Engineering
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    • 제36권4호
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    • pp.367-380
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    • 2024
  • Investigations has shown that the correct estimation of the effective amplification period is as important as the amplification value itself. It gets more important in 2D basins. This study presents a quantitative coefficient for consideration of the nonlinearity effect in terms of amplification value and the shift in its period which is missing or ineffectively considered in the previous studies. To attain this goal, by the application of a time domain fully nonlinear method, the deviation of the more common equivalent linear results from the basin nonlinear behavior under strong ground motions is investigated quantitatively. Also, despite the increase in the damping ratio, the possibility of the increase in the amplification due to the increase in motion strength is shown. To make the results useful in engineering practice, by introducing nonlinearity ratio, the effect of the nonlinearity is quantitatively estimated for two soft and stiff clayey basins with three different depths under a set of motions scaled to two target spectrum. Results show that at the 100 m depth soft clayey basin, while the nonlinearity ratio shows a 35% deviation at the basin edge part under DD1 motion level, its effect moves to the central part with 20% effect under DD3 motion level. By the increase in depth to 150 m, the results show a decrease in the overall effect of the nonlinear behavior for both clay types. At this depth, the nonlinearity ratio gives a 30% and 17% difference on a limited distance from outcrop at the soft clayey basin under DD1 and DD3 motion levels, respectively. At the 30 m depth basins, the nonlinearity ratio shows up to 25% difference for different cases. The presented ratio would be introduced as nonlinearity coefficients for consideration of the nonlinearity effects in the codes. The presented quantitative margins will help the designer to have a better understanding of the amplification period change because of nonlinearity over 2D basin surface.

2.5D 광자선 선량계산 알고리즘 개발 (Development of 2.5D Photon Dose Calculation Algorithm)

  • 조병철;오도훈;배훈식
    • 한국의학물리학회지:의학물리
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    • 제10권2호
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    • pp.103-114
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    • 1999
  • 본 연구에서는 외부조사 광자선에 대한 3차원 선량계산 알고리즘 모델을 개발하기 위한 기초 연구로서 기존의 2D 선량 계산 알고리즘을 확장시켜 비동일 평면 조사가 가능한 2.5D 선량계산 모델을 개발하였다. 이를 위해 3차원 치료계획 및 선량계산에 적합하도록 환자 및 조사빔에 대한 3차원 좌표계 시스템을 정의하고, 이들 간의 좌표변환식을 유도하였다. 선량계산 알고리즘으로는 "Clarkson-Cunningham" 의 2D 광자선량 계산 알고리즘을 3차원으로 확장시켜 정형 조사면 및 비정형 조사면에 대한 선량계산과 wedge filter에 대한 선량계산이 가능하도록 하였고, Batho 방식을 적용하여 비 균질 보정을 구현하였다. 선량계산의 정확도를 평가하기 위해, AAPM TG #23 에 제시된 절차에 따라 자료에 제시된 4MV 광자선에 대한 실험 값과 본 연구에서 계산된 결과를 비교한 결과, 정형조 사면에 대한 PDD(percent depth dose)는 buildup 영역을 제외하면 $\pm$1% 이내, 비정형 조사면의 경우 $\pm$3% 이내에서 실험값과 일치하였다. 또한, wedge filter에 대한 PDD 및 profile은 $\pm$3% 이내, 45$^{\circ}$ oblique 입사빔에 대한 선량은 $\pm$4% 이내에서 실험값과 일치하였다. 비균질 보정의 경우 Lung/water 경계에서 7% 과소 평가되었고, Bone/water 경계에서 3% 과대 평가되는 것으로 나타났다. 이들 결과를 종합해 볼 때, 비균질 보정을 제외하고는 비교적 정확하게 선량을 계산하는 것으로 평가되었다. 추후 대부분의 상용 2.5D 치료계획시스템 (radiation treatment planning system; RTP)들이 비균질 보정 방법으로 사용하고 있는 Equivalent TAR(tissue-air ratio) 방식을 구현시키고자 하며, 본 연구에서 구현된 선량계산 모듈을 교육 및 연구용으로 활용할 수 있을 것으로 기대 한다.것으로 기대 한다.

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균등 표면 염화물량을 고려한 시간 의존적 내구적 파괴확률 해석기법 (Analysis Technique on Time-dependent PDF (Probability of Durability Failure) Considering Equivalent Surface Chloride Content)

  • 이학수;권성준
    • 한국구조물진단유지관리공학회 논문집
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    • 제21권2호
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    • pp.46-52
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    • 2017
  • 염해에 노출된 콘크리트 구조물의 내구수명 평가는 매우 중요하므로 최근들어 결정론적 및 확률론적 방법을 통하여 내구수명을 평가하는 시도가 이루어지고 있다. Fick's 2nd 법칙에 근거한 내구수명 평가방법은 표면 염화물량과 확산계수의 시간의존성을 고려하여 합리적인 설계를 수행하고 있으나, 확률론적 방법에서는 이러한 영향이 고려되지 않고 있다. 본 논문에서는 시간에 따라 증가하는 표면염화물량을 유효 표면염화물량으로 고려한 뒤 시간의존성 확산계수를 고려하여 내구적 파괴확률을 도출할 수 있는 해석기법을 제안하였다. 표면염화물에 도달하는 기간을 10~30년으로, 표면염화물량을 $5.0{\sim}10.0kg/m^3$으로 변화시키면서 내구적 파괴확률을 평가하고 내구수명의 변화를 분석하였다. 제안된 기법은 결정론적 내구수명 평가방법의 해석조건을 동일하게 적용시키면서 설계인자의 확률 변동성을 고려할 수 있으므로 과다한 설계를 방지함으로서 합리적인 설계기법으로 적용할 수 있다.