V-type coupling, which is often applied to wastegate-turbochargers(WGT), is a mechanical fastener. Its radial forces generated from the bolt pretension load colse contact with each other to the axial direction for turbine housing and center housing rotating assembly(CHRA). In addition, the torsional stiffness between two bodies should be sufficiently secured to minimize the linkage angle change from the EWGA to the valve spindle. Therefore, in this study, the torsional stiffnesses according to the effects of positioning pins and friction coefficient, and the bolt pretension loads were calculated for V-coupling turbocharger. As a result, it can be seen that the torsional stiffness of the coupling according to the number of position pins is very small. And, when the friction coefficient and the axial force of the bolt are large, the torsional stiffness is greatly increased, and gradually decreasing when the bolt load of the coupling is about 6,000 N or more.

V-type coupling, which is often applied to turbochargers, is a mechanical fastener where radial forces close turbine housing and bearing housing together. It prevents leakage of exhaust gases by contact pressure of the backplate caused by the load transmitted from the bolt-tightening torque. Therefore, it is important to study the mechanical behaviors of the coupling system in order to establish more accurate sealing assessment technologies. In this study, an experiment was first conducted to obtain the relationship between torque and its resulting axial force in a specially designed gage bolt. Strains were then measured when the torque was applied using the gauge bolts on the turbocharger. Thus, the magnitude of the axial force due to the bolt torque can be obtained inversely. In addition, the circumference and width strains of the turbocharger coupling were measured under the assembly load, and theses results were compared with the finite element results. As a result, they tend to be very similar, but in the ring area, analysis results show a relatively small value, and near the bolt, the analysis results are larger than the experimental strains. This is thought to be due to the reduced strains around the bolt by the hammering process.

Coupling is commonly used as a mechanical fastener to connect the turbine housing and the bearing housing in a turbocharger assembly. The finite element analysis was used to predict the structural behaviors of the coupling system, which could be caused by the bolt clamping force in the assembly process and the thermal deformation during turbocharger operation. The back plate is used to prevent gas leakage from the turbine housing to the bearing housing while the fixed pin is inserted to set the reference position between the two parts. Thus, in order to predict the mechanical behaviors of the coupling system numerically, the temperature distributions were calculated by heat transfer analysis based on the rated speed of the diesel engine. As a result of analyzing the structural characteristics of the turbocharger, the contact pressure of the back plate was influenced by thermal deformations whereas the bending deformation of the fixed pin was affected by the thermal deformation and the pin position.

V-Coupling is used as a mechanical fastener to connect the turbine housing and the bearing housing in a turbocharger. The back plate is located between the turbine housing and the bearing housing, which is compressed by the bolt clamping force of coupling to prevent gas leakage under turbocharger operation. This paper presents the theoretical and analytical methods to predict the sealing performance by calculating the contact pressures on the back plate. The mathematical model was constructed to derive the contact force on the back plate by considering the force transfer mechanism. And, finite element analysis was carried out to predict the contact pressures by applying the bolt load in the coupling system. As a result, the analysis results of the mathematical model are well consistent with the results of the finite element analysis. Therefore, in the early design stage of turbocharger coupling, mathematical model would be helpful to determine the design parameters.

V-Coupling is commonly used as a mechanical fastener to connect the turbine housing and the bearing housing in a turbocharger assembly. The back plate between the turbine housing and bearing housing would be compressed by tightening torque of the coupling bolt in order to protect the gas leakage at a turbocharger’s operation. This paper presents the numerical and experimental method for the prediction of the mechanical behavior and sealing performance of the coupling system. The test was conducted to verify the finite element model by measuring the circumferential and axial direction strains of V-coupling under turbocharger’s assembly load. Finite element analysis was carried out to obtain the mechanical strains and contact pressures of the coupling. It can be seen that the analysis results are in good agreement with the measured strains from the coupling’s assembly load. And, the pressure distribution of the back plate also presented to identify the sealing performance of the turbocharger’s coupling system.

유리섬유 번들의 인장강도와 복합재료의 매트릭스수지인 페놀수지와의 접착성을 향상시키기 위하여 관능기를 가진 실란 커플링제와 페놀 수지를 이용하여 표면을 개질하였다. 일반적으로 보강재인 유리섬유의 표면을 화학적으로 개질하므로 복합재료의 특성을 조절할 수 있다. 본 연구에서는 에폭시계인 glycidyltrimethoxysilane(G-silane)과 아미노계 aminopropyltriethoxysilane (A-silane)과 페놀 수지를 사 용하여 여러 농도와 온도에서 유리섬유 표면에 1단계 처리 및 2단계 복합처리를 수행하였다. 이 때 열처 리 조건이 인장강도를 향상시키는 데 가장 중요하였다. 즉 170oC에서 처리된 유리섬유의 인장강도가 10.05 gf/D로 최대를 나타내었다. 개질 후의 유리섬유 표면은 전자현미경과 적외선분광법을 이용하여 분 석하였다. 실란의 종류와 처리 조건에 따른 유리 섬유 기계적 강도에 관한 영향도 고찰하였다.

FOSS(free and open source software)는 라이선스의 제약 없이 자유롭게 소스코드를 재사용하거나 수정 및 배포할 수 있는 소프트웨어로서, 정보시스템 구축의 새로운 대안으로 자리잡아가고 있다. 최근 GIS의 컴퓨팅 환경이 웹으로 확장되면서 FOSS를 활용하여 공간데이터를 공유하거나 시각화하기 위한 시도들이 이루어지고 있다. 기존의 연구들을 통해 볼 때, 웹GIS에서 FOSS 애플리케이션들은 환경 및 생태 정보 제공을 위한 지도서비스가 주를 이루며 분석지향적인 사례는 매우 드물다. 또한 공간 DBMS(database management system), GIS툴, 통계패키지 등의 FOSS가 개별적으로 웹GIS에 활용되어 왔으나, 개방성과 재사용성이 우수한 이들 FOSS를 커플링(coupling)하면 공간자료의 공유, 시각화에서 더 나아가 공간데이터의 통계분석을 지원하는 웹GIS가 구축 가능할 것이다. 이에 본 연구에서는 웹 환경에서 DBMS, GIS툴 및 통계패키지를 커플링하는 브로커리지(brokerage) 모듈을 개발하고, 이를 이용하여 공간자료의 저장, 질의, 처리 및 통계분석을 수행하며 그 결과를 시각화하는 FOSS 기반의 웹GIS 프레임워크를 제시하고자 한다. 공간 DBMS로는 래스터와 벡터가 모두 지원되는 PostGIS을 이용하였고, 공간데이터 프로세싱에는 GRASS, 통계분석에는 R, 시각화를 위한 지오브라우저로는 Google Maps와 Google Earth를 사용하였다. 이러한 FOSS들의 커플링을 위한 브로커리지 모듈은 운영체제 독립적인 Java 언어로 구현되었으며, API(application programming interface)를 통해 JSP(Java Server Pages)에서 참조하여 웹 인터페이스를 구성하도록 하였다. 본 시스템에 대한 테스트에서는, 남한지역의 NDVI(normalized difference vegetation index)와 환경요소 간의 회귀분석을 수행하는 프로토타입을 통해 공간데이터의 공유, 프로세싱, 시각화, 분석에 있어서의 가용성이 검토되었다.

After studying the composition about the torsional shafting of main engine for fishing vessel with Power Take Off (PTO) System, the authors made a computer program using the transfer stiffness coefficient method (TSCM) for analyzing torsional vibration about the shafting with PTO system and nonlinear elastic coupling. The torsional shafting of main engine was separated by 3 types according to the connecting. The torsional shafting of main engine was separated by 3 types according to the connecting condition of main engine with propeller or the PTO system or both of them. In this paper, the change of natural frequencies and natural modes according to connecting condition of torsional shafting and nonlinear elastic coupling were analyzed. The accuracy of the TSCM was confirmed by comparing with the computational results of the Finite Element Method.

SMC(Sheet molding compound)욕조 생산시 발생하는 폐 FRP를 보강재로서 재활용하기 위하여 불포화 폴리에스테르 매트릭스 수지에 보강하고 보강재와 매트릭스 수지의 계면 결합력을 증진시키기 위하여 보강재를 실란계 커플링제[3-methylacryloxyviny1 silane (MAOS)]로 전 처리하여 복합재를 제조하고 기계적 물성 및 계면현사에 대하여 관찰하였다. 보강률이 20wt%인 복합재의 굴곡강도 및 굴곡탄성률이 각 각 110MPa, 8.0GPa로 가장 우수하였으며 커플링제(MAOS)의 노동가 0.50wt%인 복합재의 굴곡강도 및 굴곡탄성률은 약 10%정도 향상되어 각 각 120MPa, 9.2GPa을 나타내었다. 또한 주사전자현미경 관찰 결과 보강재를 커플링제(MAOS)로 처리한 복합재의 보강재와 매트릭스 수지는 물리, 화학적을 잘 결합하여 보강재와 매트릭스 수지의 계면에서 pull out현상이 확인되지 않았으며 크랙도 발생하지 않았다.

An experimental study was conducted to examine for the structural behavior of coupled steel plate shear wall (Coupled SPSW) system what is formed by connection the two steel plate shear walls (SPSW) with a coupling beam. The variable of this study was the length of coupling beam. The testing results were showed that the strength and stiffness of specimen with shorter coupling beam were improved than those of other specimen. However there is no difference of the yielding mechanism.

화학적으로 손상된 모발은 모발 자체의 물리적 특성이 약해져서 일상생활 중에 외부 자극에 취약하다. 본 연구의 목적은 모발 케라틴 단백질간의 화학적 결합이 모발의 인장강도를 회복이 반복적인 빗질 하에서 더 이상의 모발 악화를 방지하는지 여부를 결정하는 데 있다. 손상된 모발은 펌 시술을 통해 얻었다. 펌 손상 모발을 관능성 가교제인 3-aminopropyltriethoxysilane (APTES)을 이용하여 실란 커플링 및 카르보디이미드 반응을 통해 모발 내부에 가교 결합이 형성되도록 처리하였다. 인장 강도, 영률 및 고원 응력(plateau stress)을 포함한 물리적 특성을 측정하여 내부 가교 결합의 효과를 확인하였고, 가교 결합의 존재는 Fourier transform infrared (FT-IR) 분광법으로 확인하였다. 모발 절단 및 갈라짐의 정도는 건조 상태 모발의 반복적 빗질 시험으로 평가하 였다. 결과적으로 화학적으로 손상된 모발의 물리적 성질은 내부 가교 결합으로 회복되었다. APTES의 실란 커플 링 및 카르보디이미드 반응의 결합은 FT-IR 스펙트럼으로 확인하였다. 열을 가하면서 반복적으로 빗어 낸 후 모발의 절단 및 갈라짐 방지가 확인되었다. 인간의 모발은 펌 시술을 포함한 화학적 손상으로 약화될 수 있으므로 이러한 특성을 복원하는 것은 헤어 케어 업계의 주요 과제다. 본 연구에서는 화학적 결합을 통해 손상된 모발의 내부에 가교 결합 형성이 모발의 건강을 회복시키는 강력한 방법이 될 수 있음을 시사한다.

The coupling beam is recognized that critical structural elements, those whose yield strength is likely to be exceeded in the event of a severe earthquake, should be designed and detailed to exhibit large ductilities and stable hysteretic loop. As a result, the alternation reinforcement details of reinforced concrete coupling beam was investigated.

This paper addresses the shear strength based on ACI 318-88 code and proposed equation by Park & Yun for steel fiber coupling beams containing steel fiber.

Based on the study of chloride migration coefficient and hydration heat evolution, it was found that the use of ternary blended cement was effective to achieve desired service life and minimum crack index. On the other hand, a high level of compressive strength is required for marine concrete mix design.

This paper addresses failure modes of steel fiber coupling beams containing steel fiber. It shows that steel fiber of coupling beams efficiently controlled increase of crack width by bridge action.

This paper addresses analysis using vector2 program of steel fiber coupling beams containing steel fiber. It shows that steel fiber of coupling beams efficiently controlled increase of crack width by bridge action.