• 한국정밀공학회지
• /
• 제24권10호
• /
• pp.123-130
• /
• 2007

Hypoplastic left heart syndrome is currently the most lethal cardiac malformation of the newborn infant. Survival following a Norwood operation depends on the balance between systemic and pulmonary blood flow, which is highly dependent on the fluid dynamics through the interposition shunt between the two circulations. The purpose of this study is an optimization of the systemic-to-pulmonary artery shunt. In this study, We used computational fluid dynamic(CFD) models to determine the velocity profile in a systemic-to-pulmonary artery shunt and suggested a simplified method of calculating the blood flow in the shunt based on Ultrasound systems. We analyzed the flow characteristic variations and oscillatory shear index(OSI) due to the anastomosis angle and shunt diameter changing. Four different CFD models were constructed with the shunt sizes ranging from 3 to 3.5mm. The angle between the brachiocephalic trunk(BCT) and the shunt were $30^{\circ}$ and $45^{\circ}$, respectively. When the diameter is 3.0 mm, the oscillatory shear index decreased by 1.2% at $30^{\circ}$ as opposed to at $45^{\circ}$. When the diameter is 3.5 mm, it increased by 18% more at $30^{\circ}$ as opposed to at $45^{\circ}$. When the joint angle is $30^{\circ}$ and the diameter is 3.0 mm, the oscillatory shear index decreased by 4.1% in comparison with the 3.5 mm diameter. When the angle is $45^{\circ}$ and the diameter is 3.0 mm, the index increased by 14.6% in comparison with the 3.5 mm diameter.

• Geomechanics and Engineering
• /
• 제30권2호
• /
• pp.139-151
• /
• 2022

The mechanical properties of expansive soil are very unstable, highly sensitive to water, and thus easy to cause major engineering accidents. In this paper, the expansive soil foundation pit project of the East Huada Square in the eastern suburb of Chengdu was studied, the moisture content of the expansive soil was considered as an important factor that affecting the mechanics properties of expansive soil and the stability of the non-equal-length double-row piles in the foundation pit support. Three groups of direct shear tests were carried out and the quantitative relationships between the moisture content and shear strength τ, cohesion c, internal friction angle φ were obtained. The effect of cohesion and internal friction angle on the maximum displacement and the maximum bending moment of piles were analyzed by the finite element software MIDAS/GTS (Geotechnical and Tunnel Analysis System). Results show that the higher the moisture content, the smaller the matrix suction, and the smaller the shear strength; the cohesion and the internal friction angle are exponentially related to the moisture content, and both are negatively correlated. The maximum displacement and the maximum bending moment of the non-equal length double-row piles decrease with the increase of the cohesion and the internal friction angle. When the cohesion is greater than 33 kPa or the internal friction angle is greater than 25.5°, the maximum displacement and maximum bending moment of the piles are relatively small, however, once crossing the points (the corresponding moisture content value is 24.4%), the maximum displacement and the maximum bending moment will increase significantly. Therefore, in order to ensure the stability and safety of the foundation pit support structure of the East Huada Square, the moisture content of the expansive soil should not exceed 24.4%.

• 콘크리트학회논문집
• /
• 제17권3호
• /
• pp.435-444
• /
• 2005

본 연구에서는 휨모멘트와 축력의 효과가 고려된 변환각 트러스 모델(TATM)을 이용하여 철근콘크리트 기둥의 전단거동을 예측하였다. TATM의 해석결과를 검증하기 위하여 다양한 전단경간비와 축력비를 가지는 총 9개의 철근콘크리트 기둥을 전단 실험하였다. 철근콘크리트 기둥의 곡률, 축변형 및 전단변형을 측정하기 위하여 기둥 옆면 전단위험단면을 중심으로 5개의 변위변환기(LVDT)를 설치하였다. 하중은 최대하중의 $85\%$ 이하로 떨어질 때까지 가력하였으며, 모든 실험체는 휨 철근의 항복이전에 전단파괴 되었다. 기둥의 전단강도와 강성은 축 하중이 증가할수록 증가하는 반면 전단경간비가 증가할수록 감소하였다. TATM으로부터 얻은 전단응력-전단변형률 관계와 전단응력-전단철근변형률 관계는 본 연구에서 수행된 실험결과와 잘 일치하였으며, 기존의 트러스 모델(MCFT, RA-STM, FA-STM)보다 더 우수하였다.

• 설비공학논문집
• /
• 제17권11호
• /
• pp.1035-1042
• /
• 2005

In the present study, the principle of minimum energy is employed to configure the shape of rivulet flowing down an inclined surface. The profile of laminar rivulet is determined by numerical integration. The maximum center thickness, which corresponds to the minimum thickness of falling film, is found to exist regardless of liquid flow rate and is compared with the analytical and experimental data. At small liquid flow rate the center thickness of rivulet and its width increase almost linearly with flow rate. Once the center thickness of rivulet becomes very close to its maximum value, its growth rate retards abruptly. However the width of rivulet increases proportionally to the liquid flow rate and most part of its free surface is as flat as that of stable film. The growth rate of rivulet thickness with respect to liquid flow rate becomes larger at bigger contact angle. The width of rivulet increases rapidly with its flow rate especially at small contact angle, As the liquid-vapor interfacial shear stress increases, the center thickness of rivulet decreases with its flow rate, which is remarkable at small contact angle. However the effect of interfacial shear stress on the width of rivulet is almost negligible.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2005년도 춘계 학술발표회 논문집
• /
• pp.1005-1012
• /
• 2005

Shell-sand mixtures are commonly used for reclamation projects. This study presented the engineering properties of shell-sand mixtures. Shell shows higher specific gravities and less compressibilities than quartz sand. From large shear box tests, it can be seen that the shear strength increased with the increase of shell mixtures. At 30% shell mixtures showed about 6 increase in shear friction angle.

• 한국재난정보학회 논문집
• /
• 제20권1호
• /
• pp.169-176
• /
• 2024

연구목적: 본 논문에서는 직접전단시험에서 시험시편의 규모 때문에 부득이 굵은 입자가 제외되는 문제 때문에 발생되는 전단강도의 차이를 분석하고자 직접전단시험을 실시하는 실험연구를 수행하였다. 연구방법: 최대직경 50mm의 굵은 골재가 포함된 3개의 풍화토를 대상으로 대형직접전단시험을 실시하였다. 또한 굵은 골재가 제외된 최대직경 5mm 시료를 이용하여 소형직접전단시험을 실시하였다. 연구결과: 소형직접전단시험의 경우 큰입자가 포함된 대형직접전단시험의 결과에 비하여 내부마찰각은 약2.3% 작은 값을 도출하여 비교적 큰 차이가 없었다. 점착력에서는 대형직접전단시험에 비하여 소형 직접전단시험이 약 80.3% 작은 값을 도출하여 비교적 큰 차이를 나타내었다. 결론: 대형직접전단시험에서 굵은 입자가 내부마찰각보다는 점착력에 큰 영향을 준 것으로 분석되었다. 따라서, 굵은 입자를 포함한 화강풍화토는 수직응력에 영향을 받지 않는 점착력과 같은 전단강도를 갖고 있는 것으로 판단된다. 본 연구에서는 일반적으로 사용되고 있는 굵은 입자를 제외한 소형직접전단시험은 굵은 입자의 효과를 제외함으로서 안전측의 결과를 제공하는 것으로 분석되었다.

• 한국지반공학회논문집
• /
• 제38권2호
• /
• pp.29-38
• /
• 2022

마찰 방향에 따른 전단 저항의 이방성을 지반 구조물에서 선택적으로 이용할 수가 있다. 예를 들어서, 축방향으로 하중을 가하는 깊은 기초, 소일 네일링, 타이백 등은 큰 전단 저항이 유발되므로 하중 전달 능력을 증가시키지만, 이와 반대로 말뚝 관입과 흙 시료 채취 등은 최소화된 전단 저항만 유발된다. 기존 연구는 뱀 비늘의 기하학적 형상과 유사한 표면 돌출부를 갖는 플레이트와 흙 경계면에서 유발되는 전단 저항 변화를 확인하였다. 본 논문에서는 표면 돌출부의 형상에 따른 경계면 마찰각의 변화를 정량적으로 평가하였다. 수정된 직접 전단 시험기를 이용하여 상대 밀도가 40%로 조성된 모래 시료에 대해 9개의 플레이트, 2개의 전단 방향(전단 시 돌출부 높이가 증가와 감소하는 방향), 그리고 3개의 초기 수직 응력(100kPa, 200kPa, 300kPa) 조건으로 총 51가지 경우를 실험 하였다. 실험 결과, 전단 응력은 돌출부 높이가 높을수록, 돌출부 길이가 짧을수록, 돌출부 높이가 증가하는 전단 방향에서 크게 나타났다.

• Geomechanics and Engineering
• /
• 제11권3호
• /
• pp.345-359
• /
• 2016

In order to investigate the influence of the interfacial angel on failure characteristics and mechanism of combined coal-rock mass, 35 uniaxial/biaxial compressive simulation tests with 5 different interfacial angels of combined coal-rock samples were conducted by PFC2D software. The following conclusions are drawn: (1) The compressive strength and cohesion decrease with the increase of interfacial angle, which is defined as the angle between structure plane and the exterior normal of maximum principal plane, while the changes of elastic modulus and internal friction angle are not obvious; (2) The impact energy index $K_E$ decreases with the increase of interfacial angle, and the slip failure of the interface can be predicted based on whether the number of acoustic emission (AE) hits has multiple peaks or not; (3) There are four typical failure patterns for combined coal-rock samples including I (V-shaped shear failure of coal), II (single-fracture shear failure of coal), III (shear failure of rock and coal), and IV (slip rupture of interface); and (4) A positive correlation between interfacial angle and interface effect is shown obviously, and the interfacial angle can be divided into weak-influencing scope ($0-15^{\circ}$), moderate-influencing scope ($15-45^{\circ}$), and strong-influencing scope (> $45^{\circ}$), respectively. However, the confining pressure has a certain constraint effect on the interface effect.

• 한국농공학회논문집
• /
• 제57권3호
• /
• pp.93-100
• /
• 2015

The object of this paper is to study the shear characteristics of the weathered granite soil. To this end, a series of consolidated undrained triaxial compression tests are carried out to investigate the shear parameters-cohesion and internal friction angle-for the degree of saturation and degree of weathering. From the results, it is found that the shear parameters of weathered granite soil are influenced on the degree of saturation, degree of weathering and disturbance. Especially, internal friction angle is more influenced on the upper factors than cohesion. And shear parameters are more acted on the degree of saturation than the degree of weathering in the test range. It is, therefore, recommended that must be considered the conditions of granite soil-degree of saturation, degree of weathering and disturbance etc-in case of the calculation of bearing capacity, stability analysis and other designs with shear parameters.

• 대한기계학회:학술대회논문집
• /
• 대한기계학회 2001년도 추계학술대회논문집B
• /
• pp.318-323
• /
• 2001

Characteristics of the pulsatile flow in a 3-dimensional elastic blood vessel are investigated to understand the blood flow phenomena in the human body arteries. In this study, a model for the elastic blood vessel is proposed. The finite volume prediction is used to analyse the pulsatile flow in the elastic blood vessel. Variations of the pressure, velocity and wall shear stress of the pulsatile flow in the elastic blood vessel are obtained. The magnitudes of the velocity waveforms in the elastic blood vessel model are larger than those in the rigid blood vessel model. The wall shear stresses on the elastic vessel vary with the blood vessel motions. Amplitude indices of the wall shear stress for blood in the elastic blood vessel are $4\sim5$ times larger than those of the Newtonian fluid. As the phase angle increased, point of the phase angle is are moved forward and the wall shear stresses are increased for blood and the Newtonian fluid.