• 소성∙가공
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• 제20권7호
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• pp.512-517
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• 2011

TRB(Tailor Rolled Blank) is an emerging manufacturing technology by which engineers are able to change blank thickness continuously within a sheet metal. TRB door inner panels with required larger thicknesses can be used to support localized high loads. In this study, the aluminum alloy 5J32 TRB sheet is used for a door inner panel application. The TRB material properties were varied by using three heat treatment conditions. In order to predict the failure of the aluminum TRB during simulation, the forming limit diagram, which is used in sheet metal forming analysis to determine the criterion for failure, was investigated. Full-field photogrammetric measurement of the TRB deformation was performed with an ARAMIS 3D system. A FE model of the door inner panel was created using Autoform software. The material properties obtained from the tensile tests were used in the numerical model to simulate the door inner of AA 5J32 for each heat treatment condition. After finite element analysis for the evaluation of formability, a prototype front door panel was manufactured using a hydraulic press.

• 한국강구조학회 논문집
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• 제25권2호
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• pp.141-151
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• 2013

본 연구에서는 균일휨모멘트를 받는 HSB800 강재 플레이트거더의 횡비틀림좌굴(LTB) 강도를 비선형해석으로 평가하였다. 세장, 비조밀 및 조밀 복부판을 갖는 이축대칭단면들을 대상으로 하였으며, 초기처짐과 잔류응력의 영향을 고려하여 비탄성좌굴 영역의 LTB 강도를 평가하였다. 본 연구에서는 단일패널모델과 3-패널모델을 각각 고려하였으며, 이들 모델의 타당성을 평가하기 위해 SM490 강재 거더에 대해 해석을 수행하고 AASHTO, AISC, Eurocode 및 국내 도로교한계상태기준과 비교하였다. 이후 동일한 방법으로 HSB800 강재거더에 대해 LTB 강도 평가 해석을 수행하였으며, 비탄성 영역의 LTB 강도에 대한 현재 기준이 이축대칭 HSB800 강재 거더에서도 적용될 수 있는 것으로 평가되었다.

• Steel and Composite Structures
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• 제47권6호
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• pp.743-757
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• 2023

In this paper, the dynamic response of a simply-supported composite sandwich plate with a viscoelastic core based on the Golla-Hughes-McTavish (GHM) viscoelastic model is investigated analytically. The formulation is developed using the three-layered sandwich panel theory. Hamilton's principle has been employed to derive the equations of motion. Since classical models, like kelvin-voigt and Maxwell models, cannot express a comprehensive description of the dynamic behavior of viscoelastic material, the GHM method is used to model the viscoelastic core of the plate in this research. The main advantage of the GHM model in comparison with classical models is the consideration of the frequency-dependent characteristic of viscoelastic material. Identification of the material parameters of GHM mini-oscillator terms is an essential procedure in applying the GHM model. In this study, the focus of viscoelastic modeling is on the development of GHM parameters identification. For this purpose, a new method is proposed to find these constants which express frequency-dependent behavior characterization of viscoelastic material. Natural frequencies and loss factors of the sandwich panel based on ESL and three-layered theories in different geometrics are described at 30℃ and 90℃; also, the comparisons show that obtained natural frequencies are grossly overestimated by ESL theory. The argumentations of differences in natural frequencies are also illustrated in detail. The obtained results show that the GHM model presents a more accurate description of the plate's dynamic response by considering the frequency dependency behavior of the viscoelastic core.

• Journal of the Korean Society for Industrial and Applied Mathematics
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• 제17권1호
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• pp.1-15
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• 2013

In this paper the three dimensional wave propagation in a homogeneous isotropic thermo elastic cylindrical panel embedded in an elastic medium (Winkler model) is investigated in the context of the L-S (Lord-Shulman) theory of generalized thermo elasticity. The analysis is carried out by introducing three displacement functions so that the equations of motion are uncoupled and simplified. A Bessel function solution with complex arguments is then directly used for the case of complex Eigen values. This type of study is important for design of structures in atomic reactors, steam turbines, wave loading on submarine, the impact loading due to superfast train and jets and other devices operating at elevated temperature. In order to illustrate theoretical development, numerical solutions are obtained and presented graphically for a zinc material with the support of MATLAB.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 2001년도 ICCAS
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• pp.158.6-158
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• 2001

A band function model paired comparison(BMPC) method is a kind of paired comparison methods. Considering that human has ambiguity, the BMPC method uses a monotonous increase function with the width as the human judgment characteristic. Since panel´s judgments do not always have enough response, it is very important to examine inspection abilities of each panel. In this study. We focus on the difference of band functions in each panel, which is the characteristic function of judgment in the BMPC method, and examine the method of obtaining panels inspection abilities. Three kinds of evaluation functions, "the dispersion of judgments", "the resolution", and "the difference of the judgments" are defined from Panel´s characteristic function of ...

• 대한기계학회논문집A
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• 제39권4호
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• pp.437-445
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• 2015

유체는 잘 통과시키면서 소음을 줄일 수 있는 다공성 패널을 설계하는 방법을 제시한다. 주된 아이디어는 1/4 파장관을 다공성 패널의 구멍들 주위에 배열하는 것이다. 먼저, 구멍이 하나만 있는 단위모델에 대한 다양한 사례 연구를 수행한다. 패널의 두께를 증가시키지 않기 위해, 단위 모델을 수직 방향으로 세 개층으로 분할하고, 가운데 분할층을 설계 영역으로 선정한다. 투과 손실 곡선 상에서 목표투과 손실 값을 상회하는 주파수 대역이 가능한 넓도록 1/4 파장관의 개수와 배열을 결정한다. 이렇게 최적 설계된 단위 모델을 다공성 패널에 주기적으로 배열하여 설계 목적을 달성하였다. 제시된 방법은 특정 목표 주파수와 목표 투과 손실 값에 대해 전개되었지만, 다양한 목표값에 적용 가능하다.

• 설비공학논문집
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• 제6권4호
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• pp.337-343
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• 1994

Numerical analysis was applied to a simplified two-dimensional Ondol heating model which consists of heating space on the top of it along with radiant and convective heating floor panel, flue channel in the midway and rectangular underground soil region at the bottom. These three components constitute a system thermally coupled at the top and bottom interfaces of the flue channel. Investigated in the present paper are effects with variations of the Reynolds numbers of 100, 200, and 300, Grashof numbers of $0.1{\times}10^6$ and $0.3{\times}10^6$ and aspect ratios of 15 and 20 on the heat transfer and fluid flow characteristics of two-dimensional Ondol heating model by computer simulation.

• 한국강구조학회 논문집
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• 제25권2호
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• pp.153-164
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• 2013

본 연구에서는 균일휨모멘트를 받는 일축대칭단면 HSB800 고강도강 플레이트거더의 횡비틂좌굴(LTB) 강도를 비선형해석으로 평가하였다. 압축플랜지 단면이 인장플랜지에 비해 작은 경우와 큰 경우에 대해 각각 세장, 비조밀 및 조밀 복부판을 갖는 단면들을 고려하였으며, 비지지길이는 비탄성 LTB 영역을 대상으로 하였다. Eurocode 3 및 AASHTO, AISC 기준들과의 비교를 위해 단일패널모델과 3-패널모델을 각각 고려하였으며, 모델의 타당성을 평가하기 위해 SM490 강재 거더에 대해 먼저 해석을 수행하고 각 기준과 비교하였다. 이후 동일한 방법으로 HSB800 강재거더에 대해 LTB 강도 평가 해석을 수행하였으며, 압축플랜지 단면이 인장플랜지에 비해 작고 비조밀플랜지-세장/비조밀복부판 단면들은 현재 기준의 휨강도에 도달하지 못하는 결과를 얻었다.

• 대한건축학회논문집:계획계
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• 제35권11호
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• pp.69-78
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• 2019

The purpose of this study is to propose a modeling methodology through the exchange of coordinate data of a three-dimensional custom curtain wall panel between Rhino and Revit, and to examine the validity of the model implemented in the drawing. Although the modeling means and method are different, a fundamental principle is that all three-dimensional modeling begins by defining the position of the points, the most primitive element of geometry, in the XYZ coordinate space. For the BIM modeling methodology proposal based on this geometry basic concept, the functions and characteristics associated with the points of Rhino and Revit programs are identified, and then BIM implementation process model is organized and systemized through the setting of the interoperability process algorithm. The BIM implementation process model proposed in this study is (1) Modeling and panelizing surface into individual panels using Rhino and Grasshopper; (2) Extraction of vertex coordinate data from individual panels and create CSV file; (3) Curtain wall modeling through Adaptive Component Family in Revit and (4) Automatic creation of Revit curtain wall panels through API. The proposed process model is expected to help reduce design errors and improve component and construction quality by automatically converting general elements into architectural meaningful information, automating a set of processes that build them into BIM data, and enabling consistent and integrated design management.

• International Journal of Naval Architecture and Ocean Engineering
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• 제6권4호
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• pp.894-903
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• 2014

Insertion loss prediction of large acoustical enclosures using Statistical Energy Analysis (SEA) method is presented. The SEA model consists of three elements: sound field inside the enclosure, vibration energy of the enclosure panel, and sound field outside the enclosure. It is assumed that the space surrounding the enclosure is sufficiently large so that there is no energy flow from the outside to the wall panel or to air cavity inside the enclosure. The comparison of the predicted insertion loss to the measured data for typical large acoustical enclosures shows good agreements. It is found that if the critical frequency of the wall panel falls above the frequency region of interest, insertion loss is dominated by the sound transmission loss of the wall panel and averaged sound absorption coefficient inside the enclosure. However, if the critical frequency of the wall panel falls into the frequency region of interest, acoustic power from the sound radiation by the wall panel must be added to the acoustic power from transmission through the panel.