• Structural Engineering and Mechanics
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• 제35권6호
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• pp.677-697
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• 2010

This paper focuses on geometrically non-linear static analysis of a simply supported beam made of hyperelastic material subjected to a non-follower transversal uniformly distributed load. As it is known, the line of action of follower forces is affected by the deformation of the elastic system on which they act and therefore such forces are non-conservative. The material of the beam is assumed as isotropic and hyperelastic. Two types of simply supported beams are considered which have the following boundary conditions: 1) There is a pin at left end and a roller at right end of the beam (pinned-rolled beam). 2) Both ends of the beam are supported by pins (pinned-pinned beam). In this study, finite element model of the beam is constructed by using total Lagrangian finite element model of two dimensional continuum for a twelve-node quadratic element. The considered highly non-linear problem is solved by using incremental displacement-based finite element method in conjunction with Newton-Raphson iteration method. In order to use the solution procedures of Newton-Raphson type, there is need to linearized equilibrium equations, which can be achieved through the linearization of the principle of virtual work in its continuum form. In the study, the effect of the large deflections and rotations on the displacements and the normal stress and the shear stress distributions through the thickness of the beam is investigated in detail. It is known that in the failure analysis, the most important quantities are the principal normal stresses and the maximum shear stress. Therefore these stresses are investigated in detail. The convergence studies are performed for various numbers of finite elements. The effects of the geometric non-linearity and pinned-pinned and pinned-rolled support conditions on the displacements and on the stresses are investigated. By using a twelve-node quadratic element, the free boundary conditions are satisfied and very good stress diagrams are obtained. Also, some of the results of the total Lagrangian finite element model of two dimensional continuum for a twelve-node quadratic element are compared with the results of SAP2000 packet program. Numerical results show that geometrical nonlinearity plays very important role in the static responses of the beam.

• Structural Engineering and Mechanics
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• 제31권6호
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• pp.625-638
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• 2009

Applications of membrane mechanisms are widely found in nano-devices and nano-sensor technologies nowadays. An alternative approach for large deflection analysis of the orthotropic, elliptic membranes - subject to gravitational, uniform pressures often found in nano-sensors - is described in this paper. The material properties of membranes are assumed to be orthogonally isotropic and linearly elastic, while the principal directions of elasticity are parallel to the coordinate axes. Formulating the potential energy functional of the orthotropic, elliptic membranes involves the strain energy that is attributed to inplane stress resultant and the potential energy due to applied pressures. In the solution method, Rayleigh-Ritz method can be used successfully to minimize the resulting total potential energy generated. The set of equilibrium equations was solved subsequently by Newton-Raphson. The unparalleled model formulation capable of analyzing the large deflections of both circular and elliptic membranes is verified by making numerical comparisons with existing results of circular membranes as well as finite element solutions. The results are found in excellent agreements at all cases. Then, the parametric investigations are given to delineate the impacts of the aspect ratios and orthotropic elasticity on large static tensions and deformations of the orthotropic, elliptic membranes.

• 대한토목학회논문집
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• 제28권6A호
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• pp.789-798
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• 2008

강성도법에서는 평형상태의 해석을 통해 구조물의 변위를 바로 산정할 수 있다. 그러나 변위형상함수를 사용하여 강성행렬과 부재내력의 계산이 근사적으로 수행되므로 유연도법에 비해 정확도가 낮은 단점이 있다. 종래의 유연도법에서는 변위형상 함수를 사용하지 않고 평형방정식을 만족하는 단면력-절점력 관계를 사용하여 단면력을 산정하므로 요소 내의 모든 단면에서 평형방정식을 만족시킬 수 있다. 그러나 유연도법은 강성도법에 비해 요소상태의 결정이 용이하지 않은 단점이 있다. 본 연구에서는 이러한 강성도법과 유연도법의 장점을 활용하여 강-콘크리트 합성구조물의 비선형해석을 위한 새로운 화이버 유한요소 혼합법(mixed method)을 개발하였다. 제안된 방법은 하중제어를 통한 Newton 방법을 사용하고 수치해석적으로 효과적이고 수렴성이 우수한 증분할선탄성계수법에 기반을 두고 있다. 또한 제안된 방법을 사용하여 강-콘크리트 합성구조물을 해석하였고 그 결과를 상용프로그램인 ABAQUS와 비교하였다. 그 결과 제안된 방법은 강-콘크리트 합성구조물의 비선형 거동을 정확하게 평가하였고 경제성이 매우 우수한 방법으로 입증되었다.

• 한국컴퓨터산업학회논문지
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• 제5권9호
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• pp.993-1004
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• 2004

본 논문에서는 구동토크의 제약을 갖는 4륜 2자유도 구륜이동로봇의 기구학 및 동력학 모델링과 경로추적을 다룬다. 유도된 기구학 모델을 이용하여 구륜이퐁로봇의 가제어성을 조사한다. 순간일치좌표계와 힘/토크의 전파, 뉴튼의 평형법칙을 이용하여 동려학 모델을 유도한다. 역동력학에 의해 산출된 구동토크가 한계 구동토크를 초과할 경우, time-scaling 기법을 이용하여 기준제적을 수정함으로써 구륜이동로봇이 기준경로를 추적하도록 한다. 제어기는 모델링 불확실성과 측정 잡음 등으로 인하여 발생하는 오차를 보상하도록 설계한다. 또한 본 논문에서 제시된 기법의 유효성을 입증하기 위해 모의실험을 수행하고 그 결과를 제시한다.

• 전산구조공학
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• 제9권3호
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• pp.209-216
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• 1996

본 논문의 목적은 단층래티스 돔의 안정해석 기법을 제안하고, 다양한 조건하에서 단층 래티스 돔이 갖는 좌굴특성을 규명하는데 있다. 기하학적 비선형 평형경로의 탐색 및 좌굴점 그리고 분기경로의 방향 등을 수직적으로 계산하기 위하여 호장법(Arc-Length Method)을 이용하였으며, 부재의 좌굴가능성을 판단하기 위하여 에너지밀도함수를 제안하였다. 강절점을 갖는 구조물의 거동 특성을 규명하기 위하여 3종류의 비선형 강성행렬을 유도하여 해석하였으며, semi-rigid절점을 갖는 구조물을 해석하기 위하여 스프링모델을 제안하고, 부재의 세장비, 반개각, 경계조건 및 다양한 하중조건을 파라메터로하여 좌굴특성을 규명하였다.

• 한국공간구조학회논문집
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• 제21권4호
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• pp.49-56
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• 2021

This study aims to develop a form-finding algorithm for a single-layered pneumatic membrane. The initial shape of this pneumatic membrane, which is an air-supported type pneumatic membrane, is to find a state in which a given initial tension and internal pneumatic pressure are in equilibrium. The algorithm developed to satisfy these conditions is that a nonlinear optimization problem based on the force method considering the deformed shape is formulated, and, it's able to find the shape by iteratively repeating the process of obtaining a solution of the governing equations. An computational technique based on the Gauss-Newton method was used as a method for obtaining solutions of nonlinear equations. In order to verify the validity of the proposed form-finding algorithm, a single-curvature pneumatic membrane example and a double-curvature air pneumatic membrane example were adopted, respectively. In the results of these examples, it was possible to well observe the step-by-step convergence process of the shape of the pneumatic membrane, and it was also possible to confirm the change in shape according to the air pressure. In addition, the calculation results of the shape and internal force after deformation due to initial tension, air pressure, and self-weight were obtained.

• Steel and Composite Structures
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• 제10권3호
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• pp.207-222
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• 2010

Fire incident in buildings is common, so the fire safety design of the framed structure is imperative, especially for the unprotected or partly protected bare steel frames. However, software for structural fire analysis is not widely available. As a result, the performance-based structural fire design is urged on the basis of using user-friendly and conventional nonlinear computer analysis programs so that engineers do not need to acquire new structural analysis software for structural fire analysis and design. The tool is desired to have the capacity of simulating the different fire scenarios and associated detrimental effects efficiently, which includes second-order P-D and P-d effects and material yielding. Also the nonlinear behaviour of large-scale structure becomes complicated when under fire, and thus its simulation relies on an efficient and effective numerical analysis to cope with intricate nonlinear effects due to fire. To this end, the present fire study utilizes a second-order elastic/plastic analysis software NIDA to predict structural behaviour of bare steel framed structures at elevated temperatures. This fire study considers thermal expansion and material degradation due to heating. Degradation of material strength with increasing temperature is included by a set of temperature-stress-strain curves according to BS5950 Part 8 mainly, which implicitly allows for creep deformation. This finite element stiffness formulation of beam-column elements is derived from the fifth-order PEP element which facilitates the computer modeling by one member per element. The Newton-Raphson method is used in the nonlinear solution procedure in order to trace the nonlinear equilibrium path at specified elevated temperatures. Several numerical and experimental verifications of framed structures are presented and compared against solutions in literature. The proposed method permits engineers to adopt the performance-based structural fire analysis and design using typical second-order nonlinear structural analysis software.

• Steel and Composite Structures
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• 제29권6호
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• pp.785-802
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• 2018

In this paper, two different computational methods, called Rayleigh-Ritz and collocation are developed to estimate the ultimate strength of composite plates. Progressive damage behavior of moderately thick composite laminated plates is studied under in-plane compressive load and uniform lateral pressure. The formulations of both methods are based on the concept of the principle of minimum potential energy. First order shear deformation theory and the assumption of large deflections are used to develop the equilibrium equations of laminated plates. Therefore, Newton-Raphson technique will be used to solve the obtained system of nonlinear algebraic equations. In Rayleigh-Ritz method, two degradation models called complete and region degradation models are used to estimate the degradation zone around the failure location. In the second method, a new energy based collocation technique is introduced in which the domain of the plate is discretized into the Legendre-Gauss-Lobatto points. In this new method, in addition to the two previous models, the new model named node degradation model will also be used in which the material properties of the area just around the failed node are reduced. To predict the failure location, Hashin failure criteria have been used and the corresponding material properties of the failed zone are reduced instantaneously. Approximation of the displacement fields is performed by suitable harmonic functions in the Rayleigh-Ritz method and by Legendre basis functions (LBFs) in the second method. Finally, the results will be calculated and discussions will be conducted on the methods.

• 한국유통학회지:유통연구
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• 제16권2호
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• pp.119-138
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• 2011

지난 십년동안 인터넷을 통한 전자상거래는 빠른 속도로 성장해 왔다. 이러한 인터넷의 발달은 기업들의 사업방식에 많은 변화를 유도했으며, 그 중에서도 마케팅경로의 구조와 경로 구성원들 사이의 관계에 중요한 변화를 초래하고 있다. 각 기업이 처한 시장환경은 다양하며 이 다양한 시장 환경은 인터넷 경로가 각 시장에 미치는 효과를 조절하는 역할을 한다. 이러한 시장의 다양성에도 불구하고 지금까지의 선행연구들은 각기 특정한 하나의 시장상황(unique setting)을 상정하여 인터넷경로 도입이 그 시장에 미치는 영향을 분석하는데 그쳐왔다. 이러한 기존 연구의 공백을 채우기 위해 본 연구는 시장의 다양성을 소비자의 지리적 분포, 시장의 인터넷 수용도의 측면에서 살펴보고 이러한 시장 환경이 인터넷 경로 도입 효과에 미치는 영향에 관하여 조사해 보고자 한다. 이를 위해 본 연구는 다양한 소비자들의 지리적 분포, 경쟁강도, 소비자의 인터넷 상거래에 대한 수용도 등을 포함한 다양한 시장 환경을 수요모형에 반영시켜 그 영향력 분석을 가능하도록 하였다. 그러나, 다양한 시장 요소를 모형에 반영하는 과정에서 수요모형이 복잡한 구조를 가지게 되었다. 이 문제를 극복하고 게임이론의 균형해를 도출하기 위해 Newton-Raphson algorithm을 사용한 numerical search 방법을 사용하였다. 분석결과 두 종류의 경로에 대한 소비자선호의 분포에 따라 생산자의 가격차별정도, 생산자와 독립소매상 간의 경로이윤 배분율, 그리고 인터넷경로 도입이 각 경로주체의 이윤 향상에 도움이 되는지의 여부, 소비자잉여 등이 달라질 수 있음을 발견하였다. 끝으로 연구의 학술적, 실무적 시사점과 한계점 및 향후 연구방향도 논의되었다.