• Steel and Composite Structures
• /
• 제22권4호
• /
• pp.713-732
• /
• 2016

A novel four variable refined plate theory is proposed in this work for laminated composite plates. The theory considers a parabolic distribution of the transverse shear strains, and respects the zero traction boundary conditions on the surfaces of the plate without employing shear correction coefficient. The displacement field is based on a novel kinematic in which the undetermined integral terms are used, and only four unknowns are involved. The analytical solutions of antisymmetric cross-ply and angle-ply laminates are determined via Navier technique. The obtained results from the present model are compared with three-dimensional elasticity solutions and results of the first-order and the other higher-order theories reported in the literature. It can be concluded that the developed theory is accurate and simple in investigating the bending and buckling responses of laminated composite plates.

• 대한전기학회:학술대회논문집
• /
• 대한전기학회 2000년도 하계학술대회 논문집 D
• /
• pp.2804-2807
• /
• 2000

This paper suggests a method of the forward dynamic analysis for the computer simulation on the analysis of the dynamic behavior for biped walking robot. The equations f motion of the system or the simulation are constructed by using the Method of the multibody dynamics which is powerful method for modeling of the complex biped system. For the simplicity of simulation, we consider that the sole of the contacting foot is affected by the reaction forces for tree structure system topology instead of the addition or deletion of the kinematic constraints. The ground reaction forces can be modeled using the simple spring and damper model at the three contacting points on the sole of the foot. For minimizing the errors of numerical integration, the number of equations of motion is minimized by adding the driving constraints or a controller instead of the direct driving torques.

• Structural Engineering and Mechanics
• /
• 제5권6호
• /
• pp.755-765
• /
• 1997

Within the framework of anisotropic combined viscoplastic hardening formulation, accounting macroscopically for residual stress as well as texture development at finite deformations of metals, simple shear analyses for the simulation of fixed-end torsion experiments for ${\alpha}$-Fe, Al and Cu at different strain rates are reviewed with an emphasis on the role of constitutive spins. Complicated responses of the axial stresses with monotonically increasing shear deformations can be successfully described by the capacity of orthotropic hardening part, featuring tensile axial stresses either smooth or oscillatory. Temperature effect on the responses of axial stresses for Cu is investigated in relation to the distortion and orientation of yield surface. The flexibility of this combined hardening model in the simulation of finite inelastic strains is discussed with reference to the variations of constitutive spins depending upon strain rates and temperatures.

• 한국지반공학회논문집
• /
• 제22권4호
• /
• pp.105-111
• /
• 2006

본 연구에서는 먼저 지표면을 비롯하여 구조물 곳곳에 가속도계가 설치된 깊은 직접기초 구조물 2개를 선정하였다. 이어서 구조물에 기록된 실지진 데이터를 사용하여 주파수 영역에서 Transmissibility 함수를 사용하는 기법으로 기초 위치에서와 자유지표면에서의 지반운동 사이의 차이를 산정하였고 실지진기록을 사용하여 산정된 이 변환함수를 기존의 간편식과 비교하여 검증하였다. 비록 강성 기초저면, 연직으로 전파되는 지반운동을 가정하는 간편식의 전제조건은 실제 조건과 차이가 있지만, 그럼에도 불구하고 실지진기록으로부터 산정된 변환함수와 매우 양호한 유사성을 보여주므로 간편식을 설계실무에서 사용할 수 있을 것으로 판단된다.

• 한국지반공학회지:지반
• /
• 제13권1호
• /
• pp.35-46
• /
• 1997

실제지반에 하중이 가하여 질 경우 발생되는 주응력회전시의 지반거동을 해석하기 위하여 등 방단일경화구성모델이 적용되었다. 이 모델에 의한 해석결과는 Ko압밀점토의 중공 원통형 공시체에 여러가지 응력경로를 대상으로 실시된 일련의 비틀림전단시험에 의한 시험치와 좋은 일치를 보이고 있다. 결국 주응력회전시의 지반거동은 등방압축 및 통상적인 압밀비배수 삼축압축시험으로 얻을 수 있는 간단한 정보만을 활용한 이 모델로 예측될 수 있음을 알았다. 비틀림전단시험결과와 해석결과 모두에서 등방탄소성 지반거동을 최초재하 (primary loading)단계 동안에 관찰할 수 있었다. 그러나, Ko압밀응력의 등방항복면내에서 감하나 수재하와 같은 응력 반전을 실시할 경우 최대주변형률증분 방향의 해석치는 시험치와 일치하지 않았다. 이는 응력반전시의 지반거동을 해석하기 위하여는 등방경화모델 (isotropic hardening model)보다 는 이동경화모델(kinematic hardening model)이 개발되어야함을 의미한다. 또한 본 연구에서는 일공간에서 변형률증분벡터의 시험치가 관련흐름법칙 및 비관련흐름법칙에 의한 해석법과 비교되었다.

• 한국수자원학회:학술대회논문집
• /
• 한국수자원학회 2010년도 학술발표회
• /
• pp.591-595
• /
• 2010

Conventional methods of model evaluation usually rely only on model performance based on a comparison of simulated variables to corresponding observations. However, this type of model evaluation has been criticized because of its insufficient consideration of the various uncertainty sources involved in modeling processes. This study aims to propose an extended model evaluation method using multiple assesment indices (MAIs) that consider not only the model performance but also the model structure and parameter uncertainties in rainfall-runoff modeling. A simple reservoir model (SFM) and distributed kinematic wave models (KWMSS1 and KWMSS2 using topography from 250m, 500m, and 1km digital elevation models) were developed and assessed by three MAIs for model performance, model structural stability, and parameter identifiability. All the models provided acceptable performance in terms of a global response, but the simpler SFM and KWMSS1 could not accurately represent the local behaviors of hydrographs. In addition, SFM and KWMSS1 were structurally unstable; their performance was sensitive to the applied objective functions. On the other hand, the most sophisticated model, KWMSS2, performed well, satisfying both global and local behaviors. KMSS2 also showed good structural stability, reproducing hydrographs regardless of the applied objective functions; however, superior parameter identifiability was not guaranteed. Numerous parameter sets could lead to indistinguishable hydrographs. This result supports that while making a model complex increases its performance accuracy and reduces its structural uncertainty, the model is likely to suffer from parameter uncertainty. The proposed model evaluation process can provide an effective guideline for identifying a reliable hydrologic model.

• International Journal of Control, Automation, and Systems
• /
• 제5권3호
• /
• pp.283-294
• /
• 2007

In this paper, a nonlinear controller based on adaptive sliding-mode method which has a sliding surface vector including new boundizing function is proposed and applied to a two-wheeled welding mobile robot (WMR). This controller makes the welding point of WMR achieve tracking a reference point which is moving on a smooth curved welding path with a desired constant velocity. The mobile robot is considered in view of a kinematic model and a dynamic model in Cartesian coordinates. The proposed controller can overcome uncertainties and external disturbances by adaptive sliding-mode technique. To design the controller, the tracking error vector is defined, and then the sliding surface vector including new boundizing function and the adaptation laws are chosen to guarantee that the error vector converges to zero asymptotically. The stability of the dynamic system is shown through the Lyapunov method. In addition, a simple way of measuring the errors by potentiometers is introduced. The simulations and experimental results are shown to prove the effectiveness of the proposed controller.

• 풍력에너지저널
• /
• 제13권4호
• /
• pp.26-41
• /
• 2022

본 연구에서는 부유식 해상풍력 성능평가 모형시험기법들을 소개하였으며, 이들의 특성 그리고 장단점들을 분석하였다. "Table 4"에 각 모형시험 기법의 기술과 특징들을 요약하여 나타내었다. 풍속증가법, 난류촉진법 그리고 등가추력 원판 방법들은 부유식 해상풍력 시스템에 대한 수조모형시험성능평가 시 터빈성능에 대한 모사의 한계가 있으나 간단히 적용이 가능하기 때문에 일부 시험 조건에서는 빠르게 적용해볼 수 있다. 블레이드 재설계법은 다소 진보된 모형시험 기법이나 큰 비용이 요구되며, 블레이드의 피치제어를 고려하기 어렵다는 단점이 있다. 실시간 복합모형시험 기법은 기술적인 난이도가 높으나, 난류 바람장을 포함한 다양한 풍속 조건들을 고려할 수 있고 기존의 수조모형시험 기법에서는 고려하기 어려운 터빈 블레이드 제어에 의한 하중도 모사가 가능하다. 그뿐만 아니라 실제 터빈에 대한 수치해석이 직접적으로 적용되기 때문에 부유식 해상풍력터빈의 긴급정지 또는 돌풍(Wind Gust) 조건들과 같은 특정 이벤트 조건에 대한 성능평가도 가능하다 [32].

• Wind and Structures
• /
• 제6권6호
• /
• pp.437-450
• /
• 2003

In this paper, the structural random response due to the turbulent boundary layer excitation is investigated. Using the mode shapes and natural frequencies of an undamped structural operator, a fully analytical model has been assembled. The auto and cross-spectral densities of kinematic quantities are so determined through exact analytical expansions. In order to reduce the computational costs associated with the needed number of modes, it has been tested an innovative methodology based on a scaling procedure. In fact, by using a reduced spatial domain and defining accordingly an augmented artificial damping, it is possible to get the same energy response with reduced computational costs. The item to be checked was the power spectral density of the displacement response for a flexural simply supported beam; the very simple structure was selected just to highlight the main characteristics of the technique. In principle, it can be applied successfully to any quantity derived from the modal operators. The criterion and the rule of scaling the domain are also presented, investigated and discussed. The obtained results are encouraging and they allow thinking successfully to the definition of procedure that could represent a bridge between modal and energy methods.

• 전기학회논문지
• /
• 제60권10호
• /
• pp.1915-1923
• /
• 2011

For automated guidance control of a magnetically guided-all wheel steered vehicle, it is necessary to have information about position and orientation of the vehicle, and deviations from the reference path in real time. The magnet reference system considered here consists of three magnetic sensors mounted on the vehicle and magnetic markers, which are non-equidistantly buried in the road. This paper presents an observer to estimate such position and orientation at the center of gravity of the vehicle. This algorithm is based on the simple kinematic model of vehicle and uses the data of wheel velocity, steering angle, and the discrete measurements of marker positions. Since this algorithm requires the exact values of initial states, we have also proposed an algorithm of determining the initial position and orientation from the 16 successive magnet pole data, which are given by the magnetic measurement system(MMS). The proposed algorithm is capable of continuing to estimate for the case that the magnetic sensor fail to measure up to three successive magnets. It is shown through experimental data that the proposed algorithm works well within permissible error range.