• 한국전산유체공학회지
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• 제18권3호
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• pp.20-25
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• 2013

In various manufacturing industries, an in-mold decoration (IMD) process for plastic objects is widely utilized because a film forming and an injection molding processes run simultaneously. In the present study, the deformation of polymer film and filling of resin in the IMD process were numerically investigated to evaluate the quality of the plastic object formed by the IMD process, which consists of thermoforming and injection molding processes. To obtain the initial shape of the polymer film during the injection molding process, the deformation of the polymer film in the thermoforming process was pre-formed using the vacuum conditions to attach the film to a cavity. Since the properties and deformation of polymer film are greatly affected by the behavior of polymer resin being injected into a mold cavity, numerical simulations for the injection molding and film forming were performed with one-way coupling method. The results showed that the injected resin could lead to the tearing of the polymer film in local regions near the corners. In order to verify the proposed numerical methodology, the numerical results of the deformation patterns printed on the initial polymer film were compared with the experimental data. The proposed methodology to couple film forming analysis with injection molding analysis can be used to predict the deformation of film in IMD process.

• Advances in concrete construction
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• 제8권4호
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• pp.269-276
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• 2019

The cracking and spalling caused by fracture of concrete lining have adverse impacts on serviceability and durability of the tunnel, and the subsequent maintenance work for damaged structure needs to be specific to the damaging causes. In this paper, a particular case study of an operational tunnel structure is presented for the serious cracking and spalling behaviours of concrete lining, focusing on the multi-factors inducing lining failure. An integrated field investigation is implemented to characterize the spatial distribution of damages and detailed site situations. According to results of nondestructive inspection, insufficient lining thickness and cavity behind lining are the coupled-inducement of lining failure bahaviors. To further understanding of the lining structure performance influenced by these multiple construction deficiencies, a reliable numerical simulation based on extended finite element method (XFEM) is performed by using the finite element software. The numerical model with 112 m longitudinal calculation, 100 m vertical calculation and 43 m vertical depth, and the concrete lining with 1450 solid elements are set enrichment shape function for the aim of simulating cracking behavior. The numerical simulation responses are essentially in accordance with the actual lining damaging forms, especially including a complete evolutionary process of lining spalling. This work demonstrates that the serious lining damaging behaviors are directly caused by a combination of insufficient thickness lining and cavity around the surrounding rocks. Ultimately, specific maintenance work is design based on the construction deficiencies, and that is confirmed as an efficient, time-saving and safe maintenance method in the operational railway tunnel.

• 화약ㆍ발파
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• 제35권4호
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• pp.19-26
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• 2017

트라우즐 연주시험은 폭발물의 영향을 측정하기 위한 방법 중 하나이다. 일정크기 연주기둥 중앙의 발파공 내부에서 폭발에 의한 용적 확대량을 측정하여 폭발력을 측정하는데 이용된다. 본 연구에서는 발파공 내부 폭약주변의 채움재에 따른 폭발영향을 비교분석하기 위하여 트라우즐 연주시험 및 AUTODYN 수치해석을 하였다. 사용폭약은 일반 에멀젼 폭약을 적용하였고, 디커플링 조건과 모래, 물, 젤라틴의 충전재를 선정하였다. 시험 및 수치해석 결과 연주블록 발파공의 확대 정도는 물과 젤라틴이 유사하였고, 모래, 디커플링 조건 순으로 확대치를 나타냈다. 또한 연주기둥 외곽에서 측정한 동적 변형률 및 수치해석 전달압력의 경우 시험결과와 상응하였고, 같은 양상을 확인할 수 있었다.

• 문화기술의 융합
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• 제6권3호
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• pp.393-399
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• 2020

본 연구에서는 터널 굴진 시 조우한 석회공동의 지하수 유출에 따른 지반침하 거동을 수치해석을 바탕으로 정량화하고 영향정도를 분석하였다. 현장에서 조사된 지하수위 및 지표면 침하량 등을 토대로 수치해석 기법을 적용하여 지질취약대 터널통과에 따른 지반침하거동의 특성을 분석하였다. 지하수 침투-응력연계해석결과, 수치해석결과는 실제 지반침하거동을 잘 반영하는 것으로 분석되었다. 연구결과, 지질취약대인 석회암 공동구간의 터널 굴착에 따른 지반 침하는 급격한 지하수위 하강이 주요 원인인 것으로 분석되었다. 수치해석결과, 지하수위 강하에 의한 토사층 체적감소로 인해 지하수 유출된 이후의 장기적인 아스팔트 지표면 장기 누적침하량은 76~118mm인 것으로 분석되었으며 침하량은 토사층 깊이가 깊을수록 증가하는 양상을 나타냈다.

• 대한전자공학회논문지TC
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• 제37권12호
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• pp.15-21
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• 2000

본 연구에서는 유전체슬랩으로 덮혀 있고 단락 종단된 평행평판 도파관의 좁은 슬릿을 통한 유전체슬랩 위의 도체스트립과의 전자기적인 결합을 평행평판 도파관에 TEM파가 입사되는 경우에 대하여 고려하였다. 슬릿의 전계와 도체스트립에 유기된 전류를 미지수로 하는 결합적분방정식을 유도하고 모멘트방법을 이용하여 풀었다. 그 결과로부터 슬릿의 폭이 매우 좁음에도 불구하고 도체스트립의 폭과 위치를 적절히 택하면 입사전력의 대부분이 도파관 외부로 결합될 수 있음을 관찰하였다. 또한 도체스트립과 도파관의 윗면이 캐비티를 구성하는 경우와 도체스트립이 기생소자 역할을 하는 경우에 있어서 관찰되는 두 가지 복사현상들 간의 차이점에 대하여 논의하였다.

• 대한기계학회논문집
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• 제17권5호
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• pp.1150-1160
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• 1993

본 연구에서는 보압과정시 급속한 압력구배에 의한 관성항의 영향을 고려하기 위해 수정된 Hele-Shaw 모델과 압축열 발생항, 온도와 압력의 변화에 따른 수지의 밀 도 이완현상에 대한 모델의 도입 및 유한요소법을 이용한 수치해석적 방법을 제시하여 정확한 잔류압력을 구하고 성형조건 및 물성치에 따른 수지의 거동을 살펴보고자 한다.

• 대한기계학회논문집A
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• 제22권3호
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• pp.595-602
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• 1998

Specimens of 304 stainless steel were tested to failure at elevated temperatures under multiaxial stress states, uniaxial tension using smooth bar specimens, biaxial shearing using double shear bar specimens, and triaxial tension using notched bar specimens. Rupture times are compared for uniaxial, biaxial, and triaxial stress states with respect to the maximum principal stress, the von Mises effective stress, and the principal facet stress. The results indicate that the principal facet stress gives the best correlation for the material investigated, and this parameter can predict creep life data under multiaxial stress states with rupture data obtained with specimens under uniaxial stresses. The results also suggest that grain boundary cavitation, coupled with localized deformation processes such as grain boudary sliding, controls the lifetimes of the specimens.

• ETRI Journal
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• 제30권5호
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• pp.747-749
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• 2008

We introduce a pixel-structured scintillator realized on a flexible polymeric substrate and demonstrate its feasibility as an X-ray converter when it is coupled to photosensitive elements. The sample was prepared by filling $Gd_2O_2S:Tb$ scintillation material into a square-pore-shape cavity array fabricated with polyethylene. For comparison, a sample with the conventional continuous geometry was also prepared. Although the pixelated geometry showed X-ray sensitivity of about 58% compared with the conventional geometry, the resolving power was improved by about 70% above a spatial frequency of 3 $mm^{-1}$. The spatial frequency at 10% of the modulation-transfer function was about 6 $mm^{-1}$.

• 동력기계공학회지
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• 제6권3호
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• pp.57-63
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• 2002

This paper describes the acoustic analysis of mid duty truck. The focus of the analysis is on structure borne engine noise with major contributions of 2nd order. It has been previously recognized that the noise contribution of each transfer path of structure borne noise can be varied with the charateristics of each mounts and vibro acoustic sensitivity of car body. The structure of car body will be split up into three major sub components, which are modeled separately, the engine, the frame and the cab. The acoustic performance is evaluated on three levels: engine to frame transfer, frame to cab transfer, and panel contribution from cab to driver. In order to perform these analyses, analytical models are created for the engine, frame, cab and acoustic cavity. The models are linked through a coupled fluid structure calculation, and through FRF Based Substructuring for the structural couplings. Based on the structural coupling calculations, a transfer path analysis is performed to identify the most important transfer paths. These paths are then the focussing points for applying modifications to the structure or the mount system. Finally, a number of modification are proposed and their effect is quantified.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2002년도 학술대회지
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• pp.161-164
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• 2002

In the present study, a passive control method, using the porous wall and cavity system, is applied to the shock wave/boundary layer interactions in transonic moist air flow. The two-dimensional, unsteady, compressible Navier-Stokes equations, which are fully coupled with a droplet growth equation, are solved by the third-order MUSCL type TVD finite difference scheme. Baldwind-Lomax turbulence model is employed to close the governing equations. In order to investigate the effectiveness of the present control method, the total pressure losses of the flow and the time-dependent behaviour of shock motions are analyzed in detail. The computed results show that the present passive control method considerably reduces the total pressure losses due to the shock/boundary layer interaction in transonic moist air flow and suppresses the unsteady shock wave motions over the airfoil, as well. It is also found that the location of the porous ventilation significantly influences the control effectiveness.