• Steel and Composite Structures
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• 제46권1호
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• pp.53-73
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• 2023

Man-made structure materials like concrete usually contain inclusions. These inclusions affect the mechanical properties of concrete. In this investigation, the influence of inclusion length and inclination angle on three-dimensional failure mechanism of concrete under uniaxial compression were performed using experimental test and numerical simulation. Approach of acoustic emission were jointly used to analyze the damage and fracture process. Besides, by combining the stress-strain behavior, quantitative determination of the thresholds of crack stress were done. concrete specimens with dimensions of 120 mm × 150 mm × 100 mm were provided. One and two holes filled by gypsum are incorporated in concrete samples. To build the inclusion, firstly cylinder steel tube was pre-inserting into the concrete and removing them after the initial hardening of the specimen. Secondly, the gypsum was poured into the holes. Tensile strengths of concrete and gypsum were 2.45 MPa and 1.5 MPa, respectively. The angle bertween inclusions and axial loadind ary from 0 to 90 with increases of 30. The length of inclusion vary from 25 mm to 100 mm with increases of 25 mm. Diameter of the hole was 20 mm. Entirely 20 various models were examined under uniaxial test. Simultaneous with experimental tests, numerical simulation (Particle flow code in two dimension) were carried out on the numerical models containing the inclusions. The numerical model were calibrated firstly by experimental outputs and then failure behavior of models containing inclusions have been investigated. The angle bertween inclusions and axial loadind vary from 0 to 90 with increases of 15. The length of inclusion vary from 25 mm to 100 mm with increases of 25 mm. Entirely 32 various models were examined under uniaxial test. Loading rate was 0.05 mm/sec. The results indicated that when inclusion has occupied 100% of sample thickness, two tensile cracks originated from boundaries of sample and spread parallel to the loading direction until being integrated together. When inclusion has occupied 75% of sample thickness, four tensile cracks originated from boundaries of sample and spread parallel to the loading direction until being integrated together. When inclusions have occupied 50% and 25% of sample thickness, four tensile cracks originated from boundaries of sample and spread parallel to the loading direction until being integrated together. Also the inclusion was failed by one tensile crack. The compressive strength of samples decease with the decreases of the inclusions length, and inclusion angle had some effects on that. Failure of concrete is mostly due to the tensile crack. The behavior of crack, was affected by the inclusion length and inclusion number.

• 대한전자공학회논문지TC
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• 제41권3호
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• pp.187-187
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• 2004

이 논문에서는 임의의 블록 길이 n과 메시지 길이 k를 갖는 Reed-Solomon (RS) 부호를 연속적으로 복호하도록 프로그램 될 수 있는 가변형 RS 복호기의 효율적인 구조를 제안한다. 이 복호기는 단축형 RS 부호의 복호를 위해 영을 삽입할 필요가 없도록 하며, 변수 n과 k, 결과적으로 에러정정 능력 t의 값들을 매 부호어 블록마다 변화시킬 수 있다. 복호기는 수정 유클리드 알고리즘(modified Euclid's algorithm; MEA)을 기반으로 한 3단계 파이프라인 처리를 수행한다. 각 단계는 분리된 클럭에 의해 구동될 수 있으므로 단계 2 그리고/또는 단계 3에 고속 클럭을 사용함으로써 단지 2단계의 파이프라인 처리로 동작시킬 수 있다. 또한 입출력에서 서로다른 클럭을 사용하는 경우에도 사용할 수 있다. 각 단계는 가변 블록 길이를 갖는 RS 부호를 복호하기에 적합한 구조를 갖도록 설계되었다. 변화하는 t 값을 위해 MEA의 새로운 구조가 설계된다. MEA 블록에서 천이 레지스터들의 동작 길이는 하나 감소되었으며, t의 서로 다른 값에 따라서 변화될 수 있다. 간단한 회로로써 동작 속도를 유지하기 위해 MEA 블록은 재귀적 기법과 고속 클럭킹 기법을 사용한다. 이 복호기는 버스트 모드 뿐 아니라 연속 모드로 수신된 부호어를 복호할 수 있으며, 과 가변성으로 인해 다양한 분야에서 사용될 수 있다. GF($2^8$) 상에서 최대 10의 에러정정 능력을 갖는 가변형 RS 복호기를 VHDL로 설계하였으며, FPGA 칩에 성공적으로 합성하였다.

• 대한전자공학회논문지TC
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• 제41권3호
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• pp.29-38
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• 2004

이 논문에서는 임의의 블록 길이 n과 메시지 길이 k를 갖는 Reed-Solomon (RS) 부호를 연속적으로 복호하도록 프로그램 될 수 있는 가변형 RS 복호기의 효율적인 구조를 제안한다. 이 복호기는 단축형 RS 부호의 복호를 위해 영을 삽입할 필요가 없도록 하며, 변수 n과 k, 결과적으로 에러정정 능력 t의 값들을 매 부호어 블록마다 변화시킬 수 있다. 복호기는 수정 유클리드 알고리즘(modified Euclid's algorithm; MEA)을 기반으로 한 3단계 파이프라인 처리를 수행한다. 각 단계는 분리된 클럭에 의해 구동될 수 있으므로 단계 2 그리고/또는 단계 3에 고속 클럭을 사용함으로써 단지 2단계의 파이프라인 처리로 동작시킬 수 있다. 또한 입출력에서 서로다른 클럭을 사용하는 경우에도 사용할 수 있다. 각 단계는 가변 블록 길이를 갖는 RS 부호를 복호하기에 적합한 구조를 갖도록 설계되었다. 변화하는 t 값을 위해 MEA의 새로운 구조가 설계된다. MEA 블록에서 천이 레지스터들의 동작 길이는 하나 감소되었으며, t의 서로 다른 값에 따라서 변화될 수 있다. 간단한 회로로써 동작 속도를 유지하기 위해 MEA 블록은 재귀적 기법과 고속 클럭킹 기법을 사용한다. 이 복호기는 버스트 모드 뿐 아니라 연속 모드로 수신된 부호어를 복호할 수 있으며, 과 가변성으로 인해 다양한 분야에서 사용될 수 있다. GF(2$^{8}$ ) 상에서 최대 10의 에러정정 능력을 갖는 가변형 RS 복호기를 VHDL로 설계하였으며, FPGA 칩에 성공적으로 합성하였다.

• Journal of Acupuncture Research
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• 제18권4호
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• pp.205-211
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• 2001

Objective : There was no report on traumatic pneumothorax associated with acupuncture in korea yet, although many people guess at its possibility. In order to make known that acupuncture can cause pneumothorax in reality and to prevent more acupuncture-related adverse effect cases in future, this report was made. Methods : Close observation was done on clinical symptoms & radiologic examination of acupuncture-related traumatic pneumothorax patient. Results : During acupuncture therapy on neck stiffness & shoulder pain, a acupuncture needle was inserted too deeply into upper part of thorax unintentionally, patient showed dyspnea, chest pain & discomfort, cough, sweating and mild rupture of right lung in chest radiologic findings, and recovered after 2 weeks of conservative treatment. Conclusion : In order to prevent traumatic pneumothorax during acupuncture therapy, needling into thorax sometimes requires tilted acupuncture needle inserting under consideration of needle width & length. At least 0.40mm width of needle is generally considered appropriate in needling into taut band of thoracic muscles, because too thin and long needle sometimes can be bent and inserted into wrong way, which can cause adverse effects like pneumothorax.

• 한국통신학회논문지
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• 제18권6호
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• pp.793-801
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• 1993

본 논문에서 우리는 외부공진기 내에 고 피네스 훼브리 페롯(F-P) 에탈론을 삽입시킴으로서 외부공진기 레이저의 주파수 잠김 및 주파수 잡음축소 등의 성능특성을 크게 개선시킬 수 있음을 이론적으로 보였다. 예를들면, 피네스가 30이고 광학적 두께가 1.5cm 인 F-P 에탈론은 3cm 길이의 외부공진기 내에 삽입한 경우, 동일한 조건에서 동작하는 종래의 외부공진기 레이저보다 7.6배의 주파수 잠김 정확도와 86배에 이르는 레이저 선폭 축소 특성의 개선 효과를 얻을 수 있었다.

• Journal of Advanced Marine Engineering and Technology
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• 제35권7호
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• pp.899-906
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• 2011

Generally, load conditions of machine or structure in fatigue destruction is occurred not under single load conditions but under mixed load conditions. However, the experiment under mixing mode is insufficient because of no having test standard to the behavior of crack under mixing mode and variety of test methods, and many tests are required. In this paper measured crack direction path by created figure capture system when a experiment. Also, we studied by comparison the behavior of crack giving the change of stress ratio and inserting beach mark. Through the test under mixing mode, advancing path of crack is indicated that advancing inclined angle ${\Theta}$ (direction of specimen length) has increased depending on the increase of mixed mode impaction. It is indicated that according to the increase of mixed mode loading condition impaction under mixing mode, advancing speed of crack gets slow. Also, we found that inner crack(cross section of specimen) is progressed more rapidly than outer crack based on data through beach mark.

• 한국해양공학회지
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• 제25권2호
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• pp.101-107
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• 2011

In view of the importance of material reduction because of the jump in oil and steel prices, structural design studies for lifting lugs were performed. Hundreds of thousands of such lifting lug structures are needed every year for ship construction. A direct design study was reviewed using the developed design system to increase the design efficiency and provide a way of directly inserting a designer's decisions into the design system process. In order to understand the design efficiency and convenience of a lug structure, parametric studies for prototype lug shapes were performed using the developed design system. From these design studies, various patterns of design parameters for the lug structure according to changes in the main plate length were examined. Based on these parametric study results, design guides were developed for more efficiently suggesting structural data for enormous lug structures. Additionally, a more detailed structural analysis through local strength evaluations will be performed to verify the efficiency of the optimum structural design for a lug structure.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2005년도 춘계학술대회 논문집
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• pp.1963-1966
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• 2005

Degenerative lumbar spinal stenosis(DLSS) is a disease inducing low back pain, leg pain, convulsion, numbness, and neurogenic claudication from compression of nerve root. Intervertebra fixation was reported to increase the degenerative of neighbor region after treatment. Recently, a new surgical technique of inserting a fixator between interspinous processes has been introduced. The purpose of this study is to design of the interspinous process fixator with flexibility to complement the trouble of using fixator in DLSS. This study evaluated the existing fixator through the mechanical test and modified fixators using the finite element analysis(FEA). Displacement, stiffness and Von-Mises stress were found to have similar values to those obtained from the mechanical test and the FEA in the biomechanical loading condition. Effects of variation in length and thickness were investigated to design an optimal fixator.

• 한국정밀공학회지
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• 제23권3호
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• pp.195-202
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• 2006

The degenerative lumbar spinal stenosis (DLSS) is a disease inducing low back pain, leg pain, convulsion. numbness, and neurogenic claudication from compression of nerve root. Intervertebra fixation was reported to increase the degeneration of neighbor lesion after treatment. Recently, a new surgical technique of inserting a fixator between interspinous processes has been introduced. The purpose of this study is to design the interspinous process fixator with flexibility to complement the trouble of using fixator in DLSS. This study evaluated the existing fixator through the mechanical test and modified it using the finite element analysis (FEA). The evaluation was based on the displacement, stiffness and von-Mises stress obtained from the mechanical test and calculated from the FEA in the biomechanical loading condition. Effects of variation in length and thickness were investigated to design an optimal fixator. Three prototypes were manufactured using FEA results. Mechanical tests under the biomechanical loading condition were performed to select the best one from these three. The selected fixator increased flexiblity by 32.9%.

• 한국방재학회 논문집
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• 제3권1호
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• pp.123-131
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• 2003

파형강관을 삽입하여 보강된 중공원형단면의 역학적 거동을 연구하기 위하여 직경 50cm, 길이 340cm의 시험체를 제작하였고, 3점 휨시험을 수행하였다. 하중재하는 파괴 또는 최대한변형이 발생할 때까지 느리게 증가시켰다. 시험하는 동안에 시험체 중앙의 휨방향 변위와 인장측과 압축측의 종방향 변위를 측정하였다. 측정데이타를 분석한 결과를 파형강관이 삽입되지 않은 등가단면에 대한 해석결과와 비교하였다. 비교결과, 중공 철근콘크리트 부재의 휨강성과 연성이 파형강관을 내부에 삽입함으로써 크게 향상시킬 수 있는 것으로 나타났다.