• Ocean Systems Engineering
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• 제3권1호
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• pp.55-70
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• 2013

A composite breakwater with an upper horizontal porous plate and a lower rubble mound is proposed and studied in this work. By means of matched eigenfunction expansions, a semi-analytical solution is developed for analyzing the hydrodynamic performance of the breakwater. The semi-analytical solution is verified by known solutions for special cases and an independently developed multi-domain boundary element method solution. Numerical examples are given to examine the reflection, transmission and energy loss coefficients of the breakwater and the wave force acting on the horizontal porous plate. Some useful results are presented for engineering applications.

• Journal of Mechanical Science and Technology
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• 제20권11호
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• pp.1790-1800
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• 2006

Dynamic behavior of flexural-torsional coupled vibration of rotating beams using the Rayleigh-Ritz method with orthogonal polynomials as basis functions is studied. Performance of various orthogonal polynomials is compared to each other in terms of their efficiency and accuracy in determining the required natural frequencies. Orthogonal polynomials and functions studied in the present work are: Legendre, Chebyshev, integrated Legendre, modified Duncan polynomials, the special trigonometric functions used in conjunction with Hermite cubics, and beam characteristic orthogonal polynomials. A total of 5 cases of beam boundary conditions and rotation are studied for their natural frequencies. The obtained natural frequencies and mode shapes are compared to those available in various references and the results for coupled flexural-torsional vibrations are especially compared to both previously available references and with those obtained using NASTRAN finite element package. Among all the examined orthogonal functions, Legendre orthogonal polynomials are the most efficient in overall CPU time, mainly because of ease in performing the integration required for determining the stiffness and mass matrices.

• Interaction and multiscale mechanics
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• 제1권3호
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• pp.329-337
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• 2008

This paper presents the derivation of the generalized governing equations in theory of elasticity, their weak forms and the some applications in the numerical analysis of structural mechanics. Unlike the differential equations in classical elasticity theory, the generalized equations of the equilibrium and compatibility equations presented here take the form of integral equations, and the generalized equilibrium equations contain the classical differential equations and the boundary conditions in a single equation. By using appropriate test functions, the weak forms of these generalized governing equations can be established. It can be shown that various variational principles in structural analysis are merely the special cases of these weak forms of generalized governing equations in elasticity. The present weak forms of elasticity equations extend greatly the choices of the trial functions for approximate solutions in the numerical analysis of various engineering problems. Therefore, the weak forms of generalized governing equations in elasticity provide a powerful modeling tool in the computational structural mechanics.

• Structural Engineering and Mechanics
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• 제44권6호
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• pp.775-799
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• 2012

This work approaches the structural performance of masonry arches that have a small ratio between number of vossoirs and span length. The aim of this research is to compare and validate three different methods of analysis (funicular limit analysis F.L.A., kinematic limit analysis K.L.A. and plane stress Finite Element Analysis F.E.A.) with an experimental campaign. 18 failure tests with arches of different shapes and boundary conditions have been performed. The basic failure mechanism was the formation of enough hinges in the geometry. Nevertheless, in few cases, sliding between vossoirs also played a relevant influence. Moreover, few arches didn't reach the collapse. The FLA and KLA didn't find a solution close to the experimental values for some of the tests. The low number of vossoirs and joints become a drawback for an agreement between kinematic mechanism, equilibrium of forces and geometry constraints. FLA finds a lower bound whereas KLA finds an upper bound of the ultimate load of the arch. FEA is the most reliable and robust method and it can reproduce most of the mechanism and ultimate loads. However, special care is required in the definition of boundary conditions for FEA analysis. Scientific justification of the more suitability of numerical methods in front of classic methods at calculating arches with a few vossoirs is the main original contribution of the paper.

• 만화애니메이션 연구
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• 통권14호
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• pp.83-99
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• 2008

일반적으로 필름에서의 화면 전환은 컷이나 디졸브 등, 화면 전체의 일괄적 전환으로 대표된다. 애니메이션 필름에서는 프레임의 이미지를 하나하나 생성하는 제작 기법의 특수성으로 인해 화면의 다양한 요소들에 전달하고자 하는 감성이나 내러티브적 요소를 부여할 수 있으며 다른 기호적 차원의 표현으로도 전환하는 것이 가능하다. 현대에 이르러 몰핑이나 메타모포시스 등 이미지 조작 기술이 다양화 되고 정교해짐에 따라 연속적 화면 구성은 2D애니메이션만의 고유한 특수성으로 보기 힘들어졌다. 그러나 캐릭터와 배경 즉, 사물과 공간을 너머 관객의 시선을 서로 다른 시각적 차원으로 지속적으로 강렬하게 몰입시키는 것은 2D 수작업 애니메이션의 강한 매력으로 볼 수 있다. 결국 이 같은 특성은 화면 전체의 구성 요소들을 통한 섬세한 은유와 개체들 각각의 함축적 의미 체계의 전달을 가능케 하는 문학적 기능을 가능케 한다. 장면에 관한 해석은 기호적 원근법의 세계와 평면적 조형 세계의 경계를 허물며 보다 다분화 되고 복잡하게 되었다. 이에 애니메이션 필름 화면상 조형 요소의 구성 기준, 그리고 그 활용 효과를 분석하는 것은 현시대의 새로운 몰입 수단을 가진 첨단 영상 화면에 있어서의 분석과 적용에 도움이 되리라고 본다.

• 분석과학
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• 제5권2호
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• pp.203-211
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• 1992

Ni-36.5at.%Al 합금에서 결정립계에서의 scavenging 원소로 알려진 V를 첨가하여 이 합금의 파괴거동 및 마르텐사이트 미세조직에 미치는 V의 영향에 대해 조사하였다. 시편의 파단면은 주사전자현미경으로 관찰하였고 EDX spectrometer를 사용하여 파단면의 조성을 분석하였으며 투과전자현미경으로 마르텐사이트 내부조직의 변화에 대해 조사하였다. V의 첨가로 입계파괴에서 입내파괴로 파괴 모드의 변화를 나타내었으며 EDX spectrometer로 분석한 결과 입내에 비해 입계에 Al의 함량이 상대적으로 증가되는 양상을 보여 주었다. Ni-36.5at.%Al 합금의 경우 마르텐사이트 플레이트는 내부쌍정으로 이루어져 있으나 V의 첨가에 따라 twinned 마르텐사이트 조직은 사라지며 stacking fault와 고밀도의 전위를 가진 modulated 조직이 점차 지배적으로 형성되는 것이 관찰되었다. Stacking fault를 분석한 결과 Al과 V의 치환에 따른 extrinsic fault였으며 high-energy 상태인 이 stacking fault가 있는 부위에 유해 원소인 S가 편석됨으로써 결정립계에서의 파괴를 줄일 수 있었다.

• 한국항해항만학회지
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• 제32권10호
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• pp.771-776
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• 2008

선박에서 제어판의 역할은 운동을 제어하는데 목적이 있으며 이는 곧 조종성능을 결정하는 중요한 요소이다. 본 연구에서는 플랩타의 성능평가를 위하여 $Re=3.0{\times}10^4$에서 영각에 대응하는 플랩각에 따른 속도 및 에너지 분포를 2-프레임 그레이레벨 상호상관 PIV기법을 이용하여 비교 분석하였다. 또한 영각 10도와 20도에서 전통적인 단동타의 유동특성과 비교하여 플랩타의 성능특성을 평가하였다. 영각 10도에서는 양력, 영각 20도에서는 항력에 의한 측압력을 향상시킬 수 있었다. 영각 10도에서 플랩조작만으로 박리점과 경계층영역의 변화가 가능하였다.

• 한국추진공학회지
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• 제3권2호
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• pp.37-47
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• 1999

본 논문은 노즐내열재의 삭마로 인해 야기된 형상변화를 고려하면서 로켓노즐 내열재의 삭마량 및 온도분포를 해석하는 열반응해석에 대해 기술하였다. 열반응 해석에서 표면 삭마는 Zvyagin의 모델을, 내부 열분해는 Yaroslavtseva의 모델을 사용하였다. 노즐내열재의 형상변화로 인한 경계면 이동을 고려하기 위하여 변형가능한 유한요소 격자를 사용하였다. 본 수치해석기법의 타당성을 입증하기 위해 로켓 노즐내열재에 대해 열해석을 수행하였으며, 그 결과 수치해는 실험결과와 잘 일치함을 보였다. 노즐내열재에서의 시간에 따른 온도변화 및 삭마량을 계산하고 고찰하였으며 또한 탄소/탄소 내열재 및 탄소/페놀릭 내열재의 열반응상수가 노즐내열재의 삭마량에 미치는 영향에 대해서 검토하였다.

• Steel and Composite Structures
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• 제24권2호
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• pp.249-264
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• 2017

In this paper free linear vibration of lattice composite conical shells will be investigated. Lattice composite conical shell consists of composite helical ribs and thin outer skin. A smeared method is employed to obtain the variable coefficients of stiffness of conical shell. The ribs are modeled as a beam and in addition to the axial loads, endure shear loads and bending moments. Therefore, theoretical formulations are based on first-order shear deformation theory of shell. For verification of the obtained results, comparison is made with those available in open literature. Also, using FEM software the 3D finite element model of composite lattice conical shell is built and analyzed. Comparing results of analytical and numerical analyses show a good agreement between them. Some special cases as variation of geometric parameters of lattice part, effect of the boundary conditions and influence of the circumferential wave numbers on the natural frequencies of the conical shell are studied. It is concluded, when mass and the geometrical ratio of the composite lattice conical shell do not change, increment the semi vertex angle of cone leads to increase the natural frequencies. Moreover for shell thicknesses greater than a specific value, the presence of the lattice structure has not significant effect on the natural frequencies. The obtained results have novelty and can be used for further and future researches.

• Structural Engineering and Mechanics
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• 제31권6호
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• pp.679-696
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• 2009

The paper aims at analyzing the stress distribution around an underground opening that is subjected to non-symmetrical surface loading with emphasis on opening shapes with sharp corners and the stress concentrations developed at these locations. The analysis is performed utilizing the BIE method coupled with the Neumann's series. In order to implement this approach, the special recurrent relations for half plane were proven and the modified Shanks transform was incorporated to accelerate the series convergence. To demonstrate the capability of the developed approach, a horseshoe shape opening with sharp corners was investigated and the location and magnitude of the maximum hoop stress was calculated. The dependence of the maximum hoop stress location on the parameters of the surface loading (degree of asymmetry, size of loaded area) and of the opening (the opening height) was studied. It was found that the absolute magnitude of the maximum hoop stress (for all possible surface loading locations) is developed at the roof points when the opening height/width ratio is relatively large or when the pressure loading area is relatively narrow (compared to the roof arch radius), and contrarily, when the opening height/width ratio is relatively small or when the surface pressure is applied to a relatively wide area, the absolute magnitude of the maximum hoop stress is developed at the bottom sharp corner points.