• 한국입자에어로졸학회지
• /
• 제8권2호
• /
• pp.75-81
• /
• 2012

The strength of lumped cokes can be represented by some index numbers. Although some indexes are suggested, these indexes are not enough to enlighten fracture mechanism. To find essential mechanism, a computational way, discrete element method, is applied to the uniaxial compression test for cylindrical specimen. The cylindrical specimen is a kind of lumped particle mass with parallel bonding that will be broken when the normal stress and shear stress is over a critical value. It is revealed that the primary factors for cokes fracture are parallel spring constant, parallel bond strength, bonding radius and packing ratio the parallel bond strength and radius of the parallel combination the packing density. Especially, parallel spring constant is directly related with elastic constant and yield strength.

• 상하수도학회지
• /
• 제26권1호
• /
• pp.13-20
• /
• 2012

In this paper, we present the result of an investigation pertaining to the pipe stiffness of buried flexible pipes. Pipe stiffness (PS) formula for the parallel plate loading condition is derived based on the elasticity theory. Vertical and horizontal displacements are also derived. Vertical deflection is always larger than the horizontal deflection because some of energy due to overburden load is stored in the pipe but the difference is negligibly small. In the study, mechanical properties of the flexible pipes produced in the domestic manufacturer are tested and the results are reported in this paper. In addition, pipe stiffness is determined by the parallel plate loading tests and the finite element analysis. The difference between test and analysis is less than 14% although there are significant variations in the mechanical properties of the pipe material. Therefore, it was found that the finite element analysis can be used to predict the pipe stiffness instead of conducting parallel plate loading test.

• 대한전기학회논문지:전기기기및에너지변환시스템부문B
• /
• 제53권12호
• /
• pp.725-731
• /
• 2004

In this study, the three type hybrid interrupters according to the arrangement of the thermal expansion chamber and the puffer cylinder(they are called 'serial type', 'parallel/exchanged type', and 'parallel/separated type' respectively in this work) were designed and manufactured. This paper presents the tested results of the thermal recovery characteristics on the interrupters using a simplified synthetic test facility. The 'serial type' hybrid interrupter which is to obtain more easily the pressure rise for the thermal recovery compared with the others has the best capability in the thermal recovery characteristics. In order to investigate the stress on the operating mechanism, the distortion of the stroke wave in on-load test was examined to the stroke curve in no-load test. The biggest distortion was occurred in the 'parallel/exchanged type' hybrid interrupter. Finally, the small interruption capability on the three type interrupters was estimated by a theoretical form and the 'parallel/separated type' hybrid interrupter has the advantage of the others in the view of structure.

• 한국통신학회논문지
• /
• 제17권7호
• /
• pp.666-676
• /
• 1992

본 논문에서는 RAM에서 발생하는 모든 PSF(Pattern Sensitive Fault)를 검사하기 위한알고리즘과 테스트회로를 제안하였다. 기존의 테스트회로와 사용된 알고리즘은 RAM셀들을 연속적으로 테스트하거나 메모리의 2차원적 구조를 사용하지 못했기 때문에 많은 테스트 시간이 소요되었다. 본 논문에서는 기존의 RAM회로에 테스트를 위한 부가적인 회로를 첨가하여 병렬적으로 RAM을 테스트 하는 방법을 제안하였다. 부가적으로 첨가된 회로로는 병렬 비교기와 오류 검출기, 그룹 선택회로 이고 병렬 테스팅 위해서 수정된 디코더를 사용하였다. 또한, 효과적인 테스트 패턴을 구하기 위해 Eulerian경로의 구성방법에 대해서도 연구를 수행하였다. 결과적으로, 본 논문에서 사용한 알고리즘을 사용하면 b x w=n의 매트릭스 형태로 표현되는 RAM을 테스트하는데 325*워드라인 수 만큼의 동작이 필요하게 된다. 구현한 각 회로에 대해서 회로 시뮬레이션을 수행한 후 10 bit*32 word Testable RAM을 설계하였다.

• Journal of the Korean Wood Science and Technology
• /
• 제50권4호
• /
• pp.237-245
• /
• 2022

This study examined the structural performance of experimental parallel strand lumber (PSL) from a Larch veneer strand. The prototype of PSL from a Larch veneer strand was manufactured in the experimental laboratory and tested. The bending and dowel bearing strength were determined from the modulus of elasticity (MOE), modulus of rupture (MOR), and dowel bearing strength based on a 5% offset yield load. The test results indicated that the average MOR of PSL was higher than that of 2 × 4 dimension lumber, and the average MOE of PSL was lower than that of 2 × 4 dimension lumber. A linear relationship was observed between the MOR and MOE. The allowable bending stress of PSL was derived as specified in ASTM D2915 and compared with other research. The dowel bearing strength of PSL in parallel to the grain was approximately double that perpendicular to the grain of PSL. A comparison of several theoretical calculations based on each national code for the dowel bearing strength was conducted, and some theoretical equations produced results closer to the experimental results when it was parallel to the grain, but the difference was higher in the case perpendicular to the grain. The test results showed that PSL made with Japanese larch veneer strands appeared to be suitable for a raw material of structural composite lumber (SCL) appeared to be used as a raw material for SCL.

• 한국전산유체공학회지
• /
• 제3권1호
• /
• pp.22-29
• /
• 1998

Parallel implementation is conducted for a SIMPLER finite volume model. The present parallelism is based on domain decomposition and explicit message passing using MPI and SHMEM. Two parallel solvers to tridiagonal matrix equation are employed. The implementation is verified on the Cray T3E system for a benchmark problem of natural convection in a sidewall-heated cavity. The test results illustrate good scalability of the present parallel models. Performance issues are elaborated in view of convergence as well as conventional parallel overheads and single processor performance. The effectiveness of a localized matrix solution algorithm is demonstrated.

• Structural Engineering and Mechanics
• /
• 제14권1호
• /
• pp.57-70
• /
• 2002

This work presents an iterative mesh partitioning approach to improve the efficiency of parallel substructure finite element computations. The proposed approach employs an iterative strategy with a set of empirical rules derived from the results of numerical experiments on a number of different finite element meshes. The proposed approach also utilizes state-of-the-art partitioning techniques in its iterative partitioning kernel, a cost function to estimate the computational cost of each submesh, and a mechanism that adjusts element weights to redistribute elements among submeshes during iterative partitioning to partition a mesh into submeshes (or substructures) with balanced computational workloads. In addition, actual parallel finite element structural analyses on several test examples are presented to demonstrate the effectiveness of the approach proposed herein. The results show that the proposed approach can effectively improve the efficiency of parallel substructure finite element computations.

• Journal of the Korean Wood Science and Technology
• /
• 제46권5호
• /
• pp.425-436
• /
• 2018

본 연구는 ASTM D2718의 5점 휨하중 시험법을 사용하여 OSB(oriented strand board)와 국산합판의 굴림전단성능을 평가하기 위하여 수행되었다. 각 시험용 판넬에 대해 길이방향에 평행한 것과 수직인 시험편을 제작하여 각각 시험하였으며, 파괴양상을 관찰하였다. 시험 결과 굴림전단력은 강축방향에 평행한 경우 $1.32-1.938N/mm^2$, 강축방향에 수직인 경우 $1.46-1.99N/mm^2$ 정도로 나타났으며 방향에 따른 차이는 크게 나타나지 않았다. 국산합판은 길이방향에 평행한 경우는 캐나다산 OSB와, 수직인 경우는 칠레산 OSB와 통계적으로 차이가 나타나지 않았다. 파괴는 OSB에서는 모두 전단에 의한 파괴가 나타났으며, 합판의 경우에는 전단, 접착층의 박리, 휨과 전단에 의한 복합파괴가 관찰되었다.

• 한국정밀공학회:학술대회논문집
• /
• 한국정밀공학회 2012년도 춘계학술대회 논문집
• /
• pp.25-26
• /
• 2012

• 한국소음진동공학회:학술대회논문집
• /
• 한국소음진동공학회 1998년도 춘계학술대회논문집; 용평리조트 타워콘도, 21-22 May 1998
• /
• pp.296-301
• /
• 1998

In this experiments of design, vibration evaluation, and test of vehicles, aircraft, and other mechanisms the development of vibration simulator that serves environment similar to real fields takes lots of advantages. Especially, in the real field test of vehicles it possesses the advantages of showing the dynamic characteristics of the vehicle. In this study, to investigate the validity and fitness of proposed 6DOF parallel link mechanism we simulated that mechanism.