• 제목/요약/키워드: Arbitrary Shapes

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ESTIMATION ALGORITHM FOR PHYSICAL PARAMETERS IN A SHALLOW ARCH

  • Gutman, Semion;Ha, Junhong;Shon, Sudeok
    • 대한수학회지
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    • 제58권3호
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    • pp.723-740
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    • 2021
  • Design and maintenance of large span roof structures require an analysis of their static and dynamic behavior depending on the physical parameters defining the structures. Therefore, it is highly desirable to estimate the parameters from observations of the system. In this paper we study the parameter estimation problem for damped shallow arches. We discuss both symmetric and non-symmetric shapes and loads, and provide theoretical and numerical studies of the model behavior. Our study of the behavior of such structures shows that it is greatly affected by the existence of critical parameters. A small change in such parameters causes a significant change in the model behavior. The presence of the critical parameters makes it challenging to obtain good estimation. We overcome this difficulty by presenting the Parameter Estimation Algorithm that identifies the unknown parameters sequentially. It is shown numerically that the algorithm achieves a successful parameter estimation for models defined by arbitrary parameters, including the critical ones.

위상최적설계를 이용한 H형강 부재의 스티프너 형상탐색 (Shape Extraction of Stiffeners of H-beam using Topologically Structural Optimization)

  • 정원식;반 티엔 탄;이동규
    • 한국공간구조학회논문집
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    • 제23권1호
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    • pp.15-23
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    • 2023
  • In this work, we deal with the feasibility of structural topology optimization for beam designs using retrofits that optimally allocates the reinforcement to the web under the condition that designers set bolt regions for H-beams of different dimensions. Mean compliance or minimal strain energy is considered for the optimization. Volume fraction is given to the design space to assign appropriate steel material quantities. The purpose of this study is to evaluate optimal shapes of stiffeners with the maximum rigidity that improves the axial and shear performance of the H-beam and to satisfy a given safety design standard of H-beam and stiffeners in case arbitrary load effect and resistances. Finally, the effectiveness of stiffness-based topology optimization on stiffeners is verified with several practical applicable examples.

Cross-sectional analysis of arbitrary sections allowing for residual stresses

  • Li, Tian-Ji;Liu, Si-Wei;Chan, Siu-Lai
    • Steel and Composite Structures
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    • 제18권4호
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    • pp.985-1000
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    • 2015
  • The method of cross-section analysis for different sections in a structural frame has been widely investigated since the 1960s for determination of sectional capacities of beam-columns. Many hand-calculated equations and design graphs were proposed for the specific shape and type of sections in pre-computer age decades ago. In design of many practical sections, these equations may be uneconomical and inapplicable for sections with irregular shapes, leading to the high construction cost or inadequate safety. This paper not only proposes a versatile numerical procedure for sectional analysis of beam-columns, but also suggests a method to account for residual stress and geometric imperfections separately and the approach is applied to design of high strength steels requiring axial force-moment interaction for advanced analysis or direct analysis. A cross-section analysis technique that provides interaction curves of arbitrary welded sections with consideration of the effects of residual stress by meshing the entire section into small triangular fibers is formulated. In this study, two doubly symmetric sections (box-section and H-section) fabricated by high-strength steel is utilized to validate the accuracy and efficiency of the proposed method against a hand-calculation procedure. The effects of residual stress are mostly not considered explicitly in previous works and they are considered in an explicit manner in this paper which further discusses the basis of the yield surface theory for design of structures made of high strength steels.

마이크로금형 구배각 제어를 위한 절삭가공조건 예측모델에 관한 연구 (A Study On Prediction Model of Cutting Conditions for Draft Angle Control)

  • 조지현;송병욱;서태일
    • 한국생산제조학회지
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    • 제21권3호
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    • pp.387-393
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    • 2012
  • It is very difficult to determine suitable cutting conditions in order to obtain accurate cutting profiles because machining errors caused by tool deflection depend upon cutting conditions. In this study the relationship between real cutting profiles (inclined shapes and machining errors) and cutting conditions was modeled in order to fabricate draft angle on micro molds. CCD (Central Composite Design) of DOE (Design Of Experiment) and RSM (Response Surface Method) were applied in order to model the relationship between cutting conditions and machining errors. In order to use CCD the range of radial depth of cut was chosen by $10-90{\mu}m$ and the range of feedrate was chosen by 200-300mm/min, and 9 points of cutting conditions were chosen inside determined ranges. Then, actual cutting processes were carried out as respect to 9 points of cutting conditions, draft angles and real cutting profiles were measured on cutting profiles, each response surface function was determined by conducting response surface analysis and the functions were represented by 3-dimensional graphs, contour lines and $101{\times}101$ matrices. Consequently it is possible to determine suitable cutting conditions in order to obtain arbitrary given draft angles and cutting profiles by using modeling. To validate proposed approach in this study suitable cutting conditions were determined by modeling in order to obtain arbitrary given draft angle and cutting profile, and actual cutting processes were carried out. About 95% of good agreement between predicted and measured values was obtained.

두꺼운 축대칭 회전쉘의 3차원적 진동해석 (Three-Dimensional Vibration Analysis of Thick Shells of Revolution)

  • 강재훈;양근혁;장경호
    • 한국전산구조공학회논문집
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    • 제15권3호
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    • pp.399-407
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    • 2002
  • 속이 빈 축대칭 회전체인 두꺼운 쉘의 정확한 고유진동수와 모우드형상을 결정하기 위해서 3차원적인 해석방법이 사용되었다. 이 축대칭 회전쉘의 모선을 직선으로 한정하지 않았으며, 쉘의 두께 또한 일정한 것으로 제한하지 않았다. 이 쉘의 중앙면은 임의의 곡율을 가지며, 쉘의 두께도 임의적으로 변한다. 자오선방향, 두께방향, 원주방향으로의 변위 성분인$U_\Phi, U_z, U_\theta$는 시간반응의 정현성(sinusoidal)과$\theta$방향으로의 주기성을 지니며,$\Phi$와 z 방향으로는 대수다항 식의 형태로 가정되었다. 이 쉘의 변형률에너지와 운동에너지를 공식화하였으며, 진동수의 최소화를 통해 상위경계치의 진동수를 구하고 다항식의 차수를 증가시켜 엄밀해에 수렴된 진동수를 구할 수 있다. 선형적으로 두께가 변하는 두꺼운 원추형쉘과 구형쉘에 대한 예를 통하여 하위 다섯 개의 진동수에 대해서 유효 숫자 4자리까지의 정확한 수렴성연구가 이루어졌다. 이 해석 방법은 두께가 매우 두꺼운 쉘 뿐만이 아니라 얇은 쉘에도 적용이 가능하다

섬유 체적분율을 고려한, 단일의 함유체를 포함한 무한고체에서의 탄성해석 (Elastic Analysis of an Unbounded Elastic Solid with an Inclusion Considering Composite Fiber Volume Fraction)

  • 이정기;한희덕
    • 대한기계학회논문집A
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    • 제31권1호
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    • pp.89-96
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    • 2007
  • A volume integral equation method (VIEM) is applied for the effective analysis of plane elastostatic problems in unbounded solids containing single isotropic inclusion of two different shapes considering composite fiber volume fraction. Single cylindrical inclusion and single square cylindrical inclusion are considered in the composites with six different fiber volume fractions (0.25, 0.30, 0.35, 0.40, 0.45, 0.50). Using the rule of mixtures, the effective material properties are calculated according to the corresponding composite fiber volume fraction. The analysis of plane elastostatic problems in the unbounded effective material containing single fiber that covers an area corresponding to the composite fiber volume fraction in the bounded matrix material are carried out. Thus, single fiber, matrix material with a finite region, and the unbounded effective material are used in the VIEM models for the plane elastostatic analysis. A detailed analysis of stress field at the interface between the matrix and the inclusion is carried out for single cylindrical or square cylindrical inclusion. Next, the stress field is compared to that at the interface between the matrix and the single inclusion in unbounded isotropic matrix with single isotropic cylindrical or square cylindrical inclusion. This new method can also be applied to general two-dimensional elastodynamic and elastostatic problems with arbitrary shapes and number of inclusions. Through the analysis of plane elastostatic problems, it will be established that this new method is very accurate and effective for solving plane elastic problems in unbounded solids containing inclusions considering composite fiber volume fraction.

생분해성 고분자 용착을 위한 기반 공정 개발과 이를 이용한 수술 후 유착 방지막의 제작 (Fundamental Process Development for Bio-degradable Polymer Deposition and Fabrication of Post Surgical Anti-adhesion Barrier Using the Process)

  • 박석희;김효찬;김택경;정현정;박태관;양동열
    • 한국정밀공학회지
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    • 제24권4호
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    • pp.138-146
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    • 2007
  • Some biodegradable polymers and other materials such as hydrogels have shown the promising potential for surgical applications. Post surgical adhesion caused by the natural consequence of surgical wound healing results in repeated surgery and harmful effects. Recently, scientists have developed absorbable anti-adhesion barriers that can protect a tissue from adhesion in case they are in use; however, they are dissolved when no longer needed. Although these approaches have been attempted to fulfill the criteria for adhesion prevention, none can perfectly prevent adhesions in all situations. Overall, we developed a new method to fabricate an anti-adhesion membrane using biodegradable polymer and hydrogel. It employed a highly accurate three-dimensional positioning system with pressure-controlled syringe to deposit biopolymer solution. The pressure-activated microsyringe was equipped with fine-bore nozzles of various inner-diameters. This process allowed that inner and outer shapes could be controlled arbitrarily when it was applied to a surgical region with arbitrary shapes. In order to fulfill the properties of the ideal barriers f3r preventing postoperative adhesion, we adopted the pre-mentioned method combined with surface modification with the hydrogel coating by which anti-adhesion property was improved.

Assumed Mode Method에 의한 부가물(附加物)을 갖는 임의(任意) 사각형(四角形) 평판(平板)의 진동해석(振動解析) (Vibration Analysis of Quadrangular Plate having Attachments by the Assumed Mode Method)

  • 한성용;허영철
    • 대한조선학회논문집
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    • 제32권3호
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    • pp.116-125
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    • 1995
  • 선체(船體) 해양구조물(海洋構造物)과 같은 대형(大型) 구조물(構造物)은 대부분 판(板) 구조물(構造物)로 이루어져 있으며, 이에 각종(各種) 기기류(機器類), cable류(類). Pillar, 탄성지지(彈性支待)된 장비(裝備) 등과 같이 집중질량(集中質量), 분포질량(分布質量), 지지(支持)스프링 , 질량(質量)-스프링 계(系) 등이 부가(附加)되는 경우가 많다. 이러한 판(板) 구조물(構造物)의 진동해석(振動解析) 방법(方法)으로 매우 단순(單純)한 경우를 제외하고는 엄밀해(嚴密解)를 얻기 어렵기 때문에 Rayleigh-Ritz방법(方法), assumed mode method와 같은 해석적(解析的) 방법(方法)이 주로 적용(適用)되고 있다. 국부(局部) 팬널의 형상(形狀)은 직사각형(直四角形) 뿐만 아니라 사다리꼴, 삼각형(三角形) 등 매우 다양(多樣)한데 상기(上記) 해석적(解析的) 방법(方法)을 적용한 연구(硏究)는 대부분 직사각형(直四角形)인 경우에 대하여 이루어졌다. 따라서 본(本) 연구(硏究)에서는 임의(任意) 사각형(四角形) 형상(形狀) 평판(平板)에 집중질량(集中質量), Pillar와 같은 지지(支持)스프링, 질량(質量)-스프링 계(系) 등이 부가(附加)된 전체계(全體系)의 진동해석(振動解析)을 효율적(效率的)으로 수행(遂行)하는 방법으로서 임의(任意) 사각형(四角形) 형상(形狀)을 효과적(效果的)으로 취급하기 위해 특성좌표계(特性座標系)를 활용하고 assumed mode method을 적용하는 정식화(定式化)를 제시하였다. 질량(質量)-스프링 계(系)가 부가(附加)된 사다리꼴 평판(平板)을 대상(對象)으로 일련의 수치(數値) 계산(計算)을 수행(遂行)하고 유한요소법(有限要素法)에 의한 결과(結果)와 비교(比較) 검토(檢討)하므로써 본(本) 연구(硏究)에서 제시한 방법(方法)의 타당성(妥當性)을 입증하였다.

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토션빔 후륜 현가장치의 구조설계에 관한 연구 (A Study on Structural Design of Torsion Beam Rear Suspension)

  • 강주석
    • 한국자동차공학회논문집
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    • 제13권3호
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    • pp.146-153
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    • 2005
  • Structural design of the torsion beam rear suspension is investigated by calculating warping of the torsion beam. Since the longitudinal displacement in the cross section of the torsion beam due to torsional moment causes normal stress across the beam restrained from outside at both ends, the profile of torsion beam needs to be designed considering the warping. Warping function of the beam is derived with the parameters of cross section fur the arbitrary shapes of torsion beam profiles assuming thin-walled open section. From comparing the warping calculated for two different beam profiles, the design method for the torsion beam in the view point of low stress is discussed. It is shown that the gusset used to reinforce the torsion beam can be optimized in accordance with warping shape. The method to fix the end point of the gusset is proposed to minimize the stress concentrated on the end point of the gusset produced during torsional moment. The result from finite element analysis shows the stress is minimized when the height of gusset end point is coincident with the point where warping of the beam is minimized.

A Multi-Resolution Radial Basis Function Network for Self-Organization, Defuzzification, and Inference in Fuzzy Rule-Based Systems

  • Lee, Suk-Han
    • 한국지능시스템학회:학술대회논문집
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    • 한국퍼지및지능시스템학회 1995년도 추계학술대회 95 KFIS Workshop Realization of Human Friendly System Based on Soft Computiong Techniques
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    • pp.124-140
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    • 1995
  • The merit of fuzzy rule based systems stems from their capability of encoding qualitative knowledge of experts into quantitative rules. Recent advancement in automatic tuning or self-organization of fuzzy rules from experimental data further enhances their power, allowing the integration of the top-down encoding of knowledge with the bottom-up learning of rules. In this paper, methods of self-organizing fuzzy rules and of performing defuzzification and inference is presented based on a multi-resolution radial basis function network. The network learns an arbitrary input-output mapping from sample distribution as the union of hyper-ellipsoidal clusters of various locations, sizes and shapes. The hyper-ellipsoidal clusters, representing fuzzy rules, are self-organized based of global competition in such a way as to ensute uniform mapping errors. The cooperative interpolation among the multiple clusters associated with a mapping allows the network to perform a bidirectional many-to-many mapping, representing a particular from of defuzzification. Finally, an inference engine is constructed for the network to search for an optimal chain of rules or situation transitions under the constraint of transition feasibilities imposed by the learned mapping. Applications of the proposed network to skill acquisition are shown.

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