• Title/Summary/Keyword: Beam Factor

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RKPM을 이용한 보의 효과적 해석 방안 (Effective Analysis of Beams Using the RKPM)

  • 송태한;석병호
    • 한국공작기계학회논문집
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    • 제12권5호
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    • pp.73-79
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    • 2003
  • In this paper, RKPM is extended for solving moderately thick and thin beams. General Timoshenko beam theory is used for formulation. Shear locking is the main difficulty in analysis of these kinds of structures. Shear relaxation factor, which is formulated using the difference between bending and shear strain energy, and corrected shear rigidity are introduced to overcome shear locking. Analysis results obtained reveal that RKPM using introduced methods is free of locking and very effectively applicable to deep beams as well as shallow beams.

플랫 플레이트 슬래브 해석을 위한 강성감소계수 제안 (Stiffness Reduction Factor for Flat Plate Slabs)

  • 박영미;한상환
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2006년도 추계 학술발표회 논문집
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    • pp.337-340
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    • 2006
  • The purpose of this study is to propose the stiffness reduction factor for flat plate slabs under lateral loads. Current design code (e.g., ACI 318-05) requires considering the effects of cracks for calculating slab stiffness under lateral loads. This study collected the test results of 20 interior slab-column connections, from which stiffness reduction in each test was estimated with respect to the ratio of applied moment to cracking moment ($M_a/M_{cr}$). Based on collected data, this study proposed equations for calculating stiffness reduction with respect to $M_a/M_{cr}$. To verify the proposed equations, this study conducted the experimental test of interior slab-column connections under quasi-static cyclic loading. From the test, load-deformation curve is compared to that obtained from effective beam width method with the proposed equation for the stiffness reduction. It is shown that the effective beam width method with the proposed equation for stiffness reduction predicts accurately the test results.

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대덕전파천문대 13.7 M 전파망원경의 효율

  • 김봉규;정재훈
    • 천문학논총
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    • 제7권1호
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    • pp.149-153
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    • 1992
  • We determined the efficiencies of the aperture. beam and forward spillover and scattering of 13.7 m radio telescope at Daeduk Radio Astronomy Observatory through the observations of the planets and Moon. The main panels adjustments were carried out on September 1991 and the improvements in the efficiencies were checked by comparing the observations made before and after the panel adjustments. The efficiencies were turned out to be 0.35, 0,47 and 0.83 at 115.27 GHz for the aperture, beam and forward scattering and spillover. respectively. These marked nearly a factor of two upgrade of the efficiencies previously measured.

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FRP Bar를 휨 및 전단보강근으로 사용한 콘크리트 보의 전단강도 (Shear strength of concrete beam using FRP Bars for flexure and shear reinforcements)

  • 박현영;장희석;김명식;김희성
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2005년도 봄학술 발표회 논문집(I)
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    • pp.399-402
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    • 2005
  • This paper presents shear strength of concrete beam using FRP bars for flexure and shear reinforcements. Generally, the material properties of FRP bar are different from steel reinforcement. So, the shear strength correction factor is proposed through the experimental results.

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국내 의료기관들의 광자 빔 데이터의 비교 분석 및 치료계획 시스템 정도관리자료 (Comparison and Analysis of Photon Beam Data for Hospitals in Korea and Data for Quality Assurance of Treatment Planning System)

  • 이레나;조병철;강세권
    • 한국의학물리학회지:의학물리
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    • 제17권3호
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    • pp.179-186
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    • 2006
  • 목적: 방사선 종양학과에서 사용되고 있는 선형가속기의 광자선 빔 데이터를 수집하여 비교 분석하였으며 치료계획용 시스템에 대한 간단한 정도관리 방법을 제시하였다. 대상 및 방법: 국내 26개 방사선 치료기관을 대상으로 출력교정 조건, 출력인자, 쐐기인자, 깊이 선량분포, 측방선량분포 및 선질에 대한 데이터를 수집하였다. 치료계획용 시스템의 선량계산의 정확성을 확인하기 위하여 10가지 광자선 치료 조건(정방형/직사각형/부정형 조사면, 쐐기필터 조사면, 축이탈 선량계산, SSD 변화)에 대한 선량계산을 치료계획용 시스템을 이용하여 시행하였으며 치료계획용 시스템을 이용하여 계산된 모니터 값과 수 계산에 의한 결과를 비교 분석하였다. 결과: 광자선 선질은 6 MV, 10 MV 및 15 MV에 대해 각각 $0.576{\pm}0.005,\;0.632{\pm}0.004$$0.647{\pm}0.006$이다. 최대선량 깊이에서 조사면의 크기에 따른 출력상수의 평균값은 6 MV 광자선의 경우 $5{\times}5cm,\;15{\times}15cm,\;20{\times}20cm$에 대해 $0.944{\pm}0.006,\;1.031{\pm}0.006,\;1.055{\pm}0.007$이다. 10 MV 광자의 경우는 조사면의 크기가 $5{\times}5cm,\;15{\times}15cm,\;20{\times}20cm$에 대해 각각 $0.935{\pm}0.006,\;1.031{\pm}0.007,\;1.054{\pm}0.0005$이다. 15 MV의 경우는 수집된 데이터의 수가 많지 않지만 $5{\times}5cm,\;15{\times}15cm,\;20{\times}20cm$에 대해 $0.941{\pm}0.008,\;1.032{\pm}0.004,\;1.049{\pm}0.014$이다. 치료 계획용 시스템과 수 계산에 의한 MU값의 계산 비교결과 7개 기관의 값이 허용오차 범위를 벗어났다. 쐐기를 제외한 8가지 조건에서 계산된 평균 MU값들은 SAD 조건으로 출력 교정된 장비가 SSD 조건으로 교정된 장비에 비해 6 MV 광자선은 3 MU, 10 MV 광자선은 5 MU 정도 더 높았다. 쐐기를 사용할 경우 MU값은 Varian사 장비와 Siemens사의 장비에 따라 다르고 동일 각의 쐐기를 사용할 경우 Siemens사의 쐐기를 사용할 때 MU값이 크다. 결론: 수집된 광자선 빔 데이터를 분석하여 빔데이터의 정확성과 치료계획용 시스템의 계산 정확성을 대략적으로 점검 할 수 있는 기준 값을 제시하였다.

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Analysis of corrugated steel web beam bridges using spatial grid modelling

  • Xu, Dong;Ni, Yingsheng;Zhao, Yu
    • Steel and Composite Structures
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    • 제18권4호
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    • pp.853-871
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    • 2015
  • Up to now, Japan has more than 200 corrugated steel web composite beam bridges which are under construction and have been constructed, and China has more than 30 corrugated steel web composite beam bridges. The bridge type includes the simply supported beam, continuous beam, continuous rigid frame and cable stayed bridge etc. The section form has developed to the single box and multi-cell box girder from the original single box and single chamber. From the stress performance and cost saving, the span range of 50~150 m is the most competitive. At present, the design mostly adopts the computational analytical method combining the spatial bar system model, plane beam grillage model and solid model. However, the spatial bar system model is short of the refinement analysis on the space effect, such as the shear lag effect, effective distribution width problem, and eccentric load factor problem etc. Due to the similarity of the plane beam grillage method in the equivalence principle, it cannot accurately reflect the shearing stress distribution and local stress of the top and bottom plates of the box type composite beam. The solid model is very difficult to combine with the overall calculation. Moreover, the spatial grid model can achieve the refinement analysis, with the integrity of the analysis and the comprehensiveness of the stress checking calculation, and can make up the deficiency of the analytical method currently. Through the example verification of the solid model and spatial grid model, it can be seen that the calculation results for the stress and the displacement of two models are almost consistent, indicating the applicability and precision of the spatial grid model.

고차(高次) 변위(變位)를 고려(考慮)한 요소(要素)의 해석(解析) (Development of Degenerated Beam Elements Using Higher-Order Displacement Profile)

  • 신영식
    • 대한토목학회논문집
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    • 제2권3호
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    • pp.75-86
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    • 1982
  • 본 연구에서는 3절점, 6자유도를 갖는, 종래의 Timoshenko 보 이론에 근거한 깊은 보(Thick beam) 요소(DB6)와 3절점, 7자유도를 갖는 3차 축방향변위를 가정한 고차 보 요소(DB7)의 3차원 연속체로부터의 Degeneration을 보여 주고 있다. DB6 보 요소는 전단변형률의 비살제적인 선형분포를 보완하기 위하여 전단계수(shear coefficient)를 도입하고 있는 반면 고차 DB7 보 요소는 보다 실제적인 전단변형률의 2차분포를 가정하고 있다. 이 들 두 보 요소를 이용하여 계산된 해(解)는 Timoshenko 방정식의 해(解), 얕은 보(Thin beam)의 해(解) 및 다른 여러 보 요소들의 해(解)와 비교된다. 본 연구의 결과는 고차 DB7 보 요소가 보의 정력화적 해석이나 자유진동 해석에 있어서 다른 보 요소들에 비해 월등히 정확함을 보여주고 있다.

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중성빔 입사장치에서 빔형성 구조의 입자모사 모형 (Particle Simulation Modelling of a Beam Forming Structure in Negative-Ion-Based Neutral Beam Injector)

  • Park, Byoung-Lyong;Hong, Sang-Hee
    • Nuclear Engineering and Technology
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    • 제21권1호
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    • pp.40-47
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    • 1989
  • 중성입자입사 장치의 효율적인 빔형성 구조를 목적으로 정전기장 내에서 하전 입자의 움직임을 시간의 흐름에 따라 계산해 볼 수 있는 프로그램을 만들어 입자 모사 모형을 찾았다. 가속관 내의 입자의 움직임은 일정 시간 간격으로 계산하였고 전위는 유한차분법에 의해 Poisson 방정식에서 구하였다. 행렬식은 반복해법인 successive overrelaxation법을 사용하였고 전하밀도와 임자에 미치는 전기장의 힘을 구할 때는 cloud-in-cell모델을 사용하였다. 이 전자계산 코드를 사용하여 가속관 내 전극의 여러 조건들을 변화시켜가면서 빔형성 구조의 최적 설계를 수행하였다. 중성자 입사 장치의 가속관에서 가속 감속-전극간의 간격변화, 감속전극의 두께 변화, 가속 전극의 형태변화 등을 통하여 이들이 빔의 모양에 끼치는 영향을 조사하여 몇 가지 경우에 있어서 일정한 시간 간격으로 나타나는 입자들의 움직임을 예시하였다. 이 입자 모사모형을 통하여 가속전극의 형태가 빔 퍼짐에 가장 주요한 역할을 하는 것을 알았다.

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Loading capacity of simply supported composite slim beam with deep deck

  • Shi, Yongjiu;Yang, Lu;Wang, Yuanqing;Li, Qiuzhe
    • Steel and Composite Structures
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    • 제9권4호
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    • pp.349-366
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    • 2009
  • The composite slim beam has become popular throughout Europe in recent years and has also been used on some projects in China. With its steel section encased in a concrete slab, the steel-concrete composite slim beam can provide the floor construction with minimum depth and high fire resistance. However, the design method of the T-shape steel-concrete composite beam is no longer applicable to the composite slim beam with deep deck for its special construction, of which the present design models are not available but mainly depend on experiences. The elevation of the flexural stiffness and bending capacity of composite slim beams with deep deck is rather complicated, because the influences of many factors should be taken into account, such as the variable section dimensions, development of cracks and non-linear characteristics of concrete, etc. In this paper, experimental investigations have been conducted into the flexural behavior of two specimens of simply supported composite slim beam with deep deck. The emphases were laid on the bonding force on the interface between steel beam and concrete, the stress distribution of beam section, the flexural stiffness and bending capacity of the composite beams. Based on the experimental results, the reduction factor of equivalent stress distribution in concrete flange is suggested, and the calculation method of flexural stiffness and bending capacity of simply supported slim beams are proposed.

Investigating vibration behavior of smart imperfect functionally graded beam subjected to magnetic-electric fields based on refined shear deformation theory

  • Ebrahimi, Farzad;Jafari, Ali
    • Advances in nano research
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    • 제5권4호
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    • pp.281-301
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    • 2017
  • In this disquisition, an exact solution method is developed for analyzing the vibration characteristics of magneto-electro-elastic functionally graded (MEE-FG) beams by considering porosity distribution and various boundary conditions via a four-variable shear deformation refined beam theory for the first time. Magneto-electroelastic properties of porous FG beam are supposed to vary through the thickness direction and are modeled via modified power-law rule which is formulated using the concept of even and uneven porosity distributions. Porosities possibly occurring inside functionally graded materials (FGMs) during fabrication because of technical problem that lead to creation micro-voids in FG materials. So, it is necessary to consider the effect of porosities on the vibration behavior of MEE-FG beam in the present study. The governing differential equations and related boundary conditions of porous MEE-FG beam subjected to physical field are derived by Hamilton's principle based on a four-variable tangential-exponential refined theory which avoids the use of shear correction factor. An analytical solution procedure is used to achieve the natural frequencies of porous-FG beam supposed to magneto-electrical field which satisfies various boundary conditions. A parametric study is led to carry out the effects of material graduation exponent, porosity parameter, external magnetic potential, external electric voltage, slenderness ratio and various boundary conditions on dimensionless frequencies of porous MEE-FG beam. It is concluded that these parameters play noticeable roles on the vibration behavior of MEE-FG beam with porosities. Presented numerical results can be applied as benchmarks for future design of MEE-FG structures with porosity phases.