• 제목/요약/키워드: Strip theory

검색결과 215건 처리시간 0.028초

Stability of tow-steered curved panels with geometrical defects using higher order FSM

  • Fazilati, Jamshid
    • Steel and Composite Structures
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    • 제28권1호
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    • pp.25-37
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    • 2018
  • For the first time, the parametric instability characteristics of tow-steered variable stiffness composite laminated (VSCL) cylindrical panels is investigated using B-spline finite strip method (FSM). The panel is considered containing geometrical defects including cutout and delamination. The material properties are assumed to vary along the panel axial length of any lamina according to a linear fiber-orientation variation. A uniformly distributed inplane longitudinal loading varies harmoni-cally with time is considered. The instability load frequency regions corresponding to the assumed in-plane parametric load-ing is derived using the Bolotin's first order approximation through an energy approach. In order to demonstrate the capabili-ties of the developed formulation in predicting stability behavior of the thin-walled VSCL structures, some representative results are obtained and compared with those in the literature wherever available. It is shown that the B-spline FSM is a proper tool for extracting the stability boundaries of perforated delaminated VSCL panels.

최소수선면적 쌍동선(SWATH)의 운동특성해석 (Motion Prediction of the Small-Waterplane-Area Twin-Hull Ship)

  • 이상무;김영환;홍도천
    • 대한조선학회지
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    • 제23권4호
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    • pp.35-43
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    • 1986
  • Recently, the SWATH concept hull form which is capable of high speed navigation with small oscillatory motions in waves, was developed from the catamaran type hull forms. This paper discribes a method to predict motion responses of a SWATH ship in regular waves using the strip theory. The 2-dimensional hydrodynamic problem was solved using the improved Green integral equation which is free from the irregular frequencies. The effects of viscous drag which is dominant in heave damping of the SWATH ship are taken into account. Further, the effects of the stationary stabilizing fins which is important in high speed performance of the SWATH ship are included in the equation of motions. It seems that the motion responses calculated by the present method show better agreement with experimental results than other existing numerical results.

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Effects of hull form parameters on seakeeping for YTU gulet series with cruiser stern

  • Cakici, Ferdi;Aydin, Muhsin
    • International Journal of Naval Architecture and Ocean Engineering
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    • 제6권3호
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    • pp.700-714
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    • 2014
  • This study aims to identify the relations between seakeeping characteristics and hull form parameters for YTU Gulet series with cruiser stern. Seakeeping analyses are carried out by means of a computer software which is based on the strip theory and statistical short term response prediction method. Multiple regression analysis is used for numerical assessment through a computer software. RMS heave-pitch motions and absolute vertical accelerations on passenger saloon for Sea State 3 at head waves are investigated for this purpose. It is well known that while ship weight and the ratios of main dimensions are the primary factors on ship motions, other hull form parameters ($C_P$, $C_{WP}$, $C_{VP}$, etc.) are the secondary factors. In this study, to have an idea of geometric properties on ship motions of gulets three different regression models are developed. The obtained outcomes provide practical predictions of seakeeping behavior of gulets with a high level of accuracy that would be useful during the concept design stage.

Parametric study on flexible footing resting on partially saturated soil

  • Singh, Mandeep;Sawant, V.A.
    • Coupled systems mechanics
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    • 제3권2호
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    • pp.233-245
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    • 2014
  • Coupled finite element analysis is carried out to study the effect of degree of saturation on the vertical displacements and pore water pressures simultaneously by developing a FORTRAN90 code. The finite element formulation adopted in the present study is based upon Biot's consolidation theory to include partially saturated soils. Numerical methods are applied to a two-dimensional plane strain strip footing (flexible) problem and the effect of variable degree of saturation on the response of excess pore water pressure dissipation and settlement of the footing is studied. The immediate settlement in the case of partly saturated soils is larger than that of a fully saturated soil, the reason being the presence of pore air in partially saturated soils. On the other hand, the excess pore water pressure for partially saturated soil are smaller than those for fully saturated soil.

Bi-2223계 Prototype 고온 초존도 케이블의 전류 통전 특성 (The Characteristics on Transport Current of Bi-2223 Based Prototype HTS Cable)

  • 김영석;이병성;곽민환;장현만;김상현
    • 한국전기전자재료학회논문지
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    • 제13권7호
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    • pp.630-635
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    • 2000
  • Superconducting power cable is one of the most promising energy application of high-T$\sub$2/ superconductor(HTS). Thus we investigated previously the electrical and mechanical characteristics on Bi-2223 Ag sheathed tape. And a prototype HTS cable have been designed constructed and tested. In case of 19-filament type transport losses agree with the results of norris theory(strip). The critical current of HTS cable(1, 19-filament) in LN$_2$was 116[A], 240[A] and degradation coefficient(k) was 0.71, 0.73 respectively. In case of 19-filament cable critical current was decreased because of mechanical strain at pitch. And AC loss of HTS cable(19-filament) was 0.7 [W/m] in 240[A] loading

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규칙파에 대한 조종운동의 응답함수에 관한 고찰 (A Study on Response Functions of Manoeuvring Motion of a Ship in Regular Waves)

  • 손경호;이경우;김진형
    • 한국항해학회지
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    • 제18권4호
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    • pp.11-21
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    • 1994
  • Final aim of this paper is a study on simulation of automatic steering of a ship in random seas. In order to achieve this aim, we need excitation due to random seas. The excitation may be estimated from energy spectrum of irregular waves and response functions of manoeuvring motion of a ship in regular waves. This paper deals with response functions of manoeuvring motion of a ship in regular waves. We discussed New Strip Method(NSM) of sway-yaw-roll coupled motions in regular waves. NSM is defined in space axes system and that has been used to predict seakeeping performance of a ship in waves. But ship manoeuvring is defined in body fixed axes system. So we cannot use NSM theory itself in predicting manoeuvring performance of a ship in waves. We introduced relationship between space axes system and body fixed axes system. And we developed modified NSM which was defined in body fixed axes system and was able to be used in manoeuvring motion of a ship in waves. We calculated sway and yaw response functions of manoeuvring motion of a bulk carrier in regular waves.

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An investigation into the motion and stability behaviour of a RO-RO vessel

  • Mohan, Poonam;Shashikala, A.P.
    • Ocean Systems Engineering
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    • 제9권2호
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    • pp.157-177
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    • 2019
  • Studies on motion response of a vessel is of great interest to researchers, since a long time. But intensive researches on stability of vessel during motion under dynamic conditions are few. A numerical model of vessel is developed and responses are analyzed in head, beam and quartering sea conditions. Variation of response amplitude operator (RAO) of vessel based on Strip Theory for different wave heights is plotted. Validation of results was done experimentally and numerical results was considered to obtain effect of damping on vessel stability. A scale model ratio of 1:125 was used which is suitable for dimensions of wave flume at National Institute of Technology Calicut. Stability chart are developed based on Mathieu's equation of stability. Ince-Strutt chart developed can help to capture variations of stability with damping.

도심지 교차로 지형에 맞는 방사패턴 형성을 위한 기지국용 모노폴 어레이 안테나 (Base Station Antenna of Radiation Pattern for the Cruciform using Monopole Array)

  • 문상만;우종명;신헌철
    • 한국전자파학회논문지
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    • 제13권9호
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    • pp.964-970
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    • 2002
  • 본 논문에서는 도로지형에 따른 안테나 방사패턴 형성에 대하여 도심지 교차로형 모양의 방사패턴을 갖는 안테나의 설계제작에 그 목적이 있다. 본 논문에서 제안한 도로는 폭 60 m, 길이 200 m의 도심지 8차선 교차로이며 이에 적용할 수 있는 기지국용 안테나의 방사패턴으로 십자형 방사패턴을 제안하였다. 설계 방법으로는 임의의 방사패턴의 형성을 타원식의 합으로 구하였으며, 이에 Woodward-Lawson 방법을 이용한 표본화로 스트립 급전 6소자 모노폴 선형 어레이로 마이크로스트립 기판상에 구현하였다. 제특성 측정 결과, 설계 중심주파수 2 GHz에서 반사손실 -13.5 dB, -10 dB 대역폭 120 MHz(6 %)를 나타내었으며, 방사패턴은 1.95 GHz 대역에서는 $\pm$45$^{\circ}$에서의 도로의 길이 방향보다 -6 dB의 감소가 보여져 제안된 도심지 교차로형 방사패턴이 양호한 십자형 방사패턴이 유지됨을 확인하였다.

유한요소법(有限要素法)을 이용한 철근(鐵筋)콘크리트 슬래브의 설계(設計)모멘트 산정에 관한 소고(小考) (A Study on the Evaluation of Design Moments of R/C Slab by the Finite Element Method)

  • 이성우
    • 대한토목학회논문집
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    • 제8권3호
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    • pp.21-29
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    • 1988
  • 철근(鐵筋)콘크리트 슬래브를 설계(設計)하기 위해서는 우선 정확한 2방향(方向) 설계(設計) 모멘트가 산정되어야 한다. 이를 위해 본(本) 연구(硏究)에서는 등매개(等媒介) 평판요소(平板要素)를 사용하는 유한요소법(有限要素法)을 제안하였다. 사면 단순지지 슬래브에서 이 요소(要素)를 이용한 해(解)를 탄성평판(彈性平板) 이론치(理論値)와 비교한 결과 전지간에 걸쳐 좋은 결과를 얻었다. 또한 flat plate 에서 종래의 방법(方法)인 등가뼈대법(法)으로 해석(解析)한 결과와 한 방향(方向)에 대해 비교검토 하였다. 특히 등가뼈대법(法)에서 총모멘트를 시방서(示方書)의 계수(係數)를 써서 설계(設計)폭에 분배한 결과가 불합리한 것으로 지적되었다. 반면 같은 정확한 2 방향(方向)모멘트를 구할 수 있었다. 제시된 방법(方法)은 슬래브 시스템의 어떠한 기하학적 구조(構造)에도 적용할 수 있어서 종래의 방법(方法)보다 훨씬 유리한 개선된 설계방법(設計方法)임을 알 수 있었다.

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Strengthening RC frames subjected to lateral load with Ultra High-Performance fiber reinforced concrete using damage plasticity model

  • Kota, Sai Kubair;Rama, J.S. Kalyana;Murthy, A. Ramachandra
    • Earthquakes and Structures
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    • 제17권2호
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    • pp.221-232
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    • 2019
  • Material non-linearity of Reinforced Concrete (RC) framed structures is studied by modelling concrete using the Concrete Damage Plasticity (CDP) theory. The stress-strain data of concrete in compression is modelled using the Hsu model. The structures are analyzed using a finite element approach by modelling them in ABAQUS / CAE. Single bay single storey RC frames, designed according to Indian Standard (IS):456:2000 and IS:13920:2016 are considered for assessing their maximum load carrying capacity and failure behavior under the influence of gravity loads and lateral loads. It is found that the CDP model is effective in predicting the failure behaviors of RC frame structures. Under the influence of the lateral load, the structure designed according to IS:13920 had a higher load carrying capacity when compared with the structure designed according to IS:456. Ultra High Performance Fiber Reinforced Concrete (UHPFRC) strip is used for strengthening the columns and beam column joints of the RC frame individually against lateral loads. 10mm and 20mm thick strips are adopted for the numerical simulation of RC column and beam-column joint. Results obtained from the study indicated that UHPFRC with two different thickness strips acts as a very good strengthening material in increasing the load carrying capacity of columns and beam-column joint by more than 5%. UHPFRC also improved the performance of the RC frames against lateral loads with an increase of more than 3.5% with the two different strips adopted. 20 mm thick strip is found to be an ideal size to enhance the load carrying capacity of the columns and beam-column joints. Among the strengthening locations adopted in the study, column strengthening is found to be more efficient when compared with the beam column joint strengthening.