• 한국지반환경공학회 논문집
• /
• 제12권11호
• /
• pp.39-49
• /
• 2011

본 연구는 대각선 병설터널의 건설로 인한 응력과 변위 특성을 연구하였다. 이 연구에서 그 특성들이 터널의 직경(D)는 13m 그리고 지반은 풍화암으로 가정하여 해석하였다. 해석에서 pillar 폭은 2.0D, 2.5D, 3.0D, 토피고는 3D, 4D, 5D, 그리고 대각선 병설터널의 설치각도 $15^{\circ}$, $30^{\circ}$, $45^{\circ}$로 변화시켰다. 그리고 해석에 사용한 프로그램은 지반 공학적 문제해석에 널리 사용되고 있는 FLAC을 사용하여 발생하는 숏크리트 및 록볼트 응력과 주변지반 변위를 대각선 병설터널의 pillar 폭, 토피고, 그리고 설치각도에 따라 구하고 분석하였다. 그 결과 풍화암 지반에서는 pillar 폭 2.0D이상, 토피고 5.0D이상, 그리고 대각선 병설터널의 설치각도가 적을수록 주변 지반에 영향을 덜 미치고 터널의 안정에 유리한 것으로 나타났다.

• 대한기계학회논문집A
• /
• 제25권3호
• /
• pp.537-547
• /
• 2001

The paper proposes the fuzzy logic global approximate optimization strategies in optimal sizing of automotive A-pillar trim with rib structures for occupant head protection. Two different strategies referred to as evolutionary fuzzy modeling (EFM) and neuro-fuzzy modeling (NFM) are implemented in the context of global approximate optimization. EFM and NFM are based on soft computing paradigms utilizing fuzzy systems, neural networks and evolutionary computing techniques. Such approximation methods may have their promising characteristics in a case where the inherent nonlinearity in analysis model should be accommodated over the entire design space and the training data is not sufficiently provided. The objective of structural design is to determine the dimensions of rib in A-pillar, minimizing the equivalent head injury criterion HIC(d). The paper describes the head-form modeling and head impact simulation using LS-DYNA3D, and the approximation procedures including fuzzy rule generation, membership function selection and inference process for EFM and NFM, and subsequently presents their generalization capabilities in terms of number of fuzzy rules and training data.

• 한국터널지하공간학회 논문집
• /
• 제18권6호
• /
• pp.511-524
• /
• 2016

주방식 지하구조물은 룸과 암주로 이루어진 격자 형태의 지하구조물로 굴착순서에 따라 주방식 지하구조물의 시공성과 경제성이 좌우될 수 있다. 선행연구에서는 주방식 지하구조물의 굴착공정에서 중요하게 다뤄질 수 있는 발파굴착 공정을 장비 운영과 현행 발파 규정 및 건설공사 표준품셈에 근거하여 검토하였다. 굴착공법으로는 점보드릴을 이용한 발파공법을 가정하였으며, 기존 연구에서 제시한 가로 세로 병행시공방식으로 검토하였다. 연구에서 고려한 단면의 크기에 따라 필요한 착암 공정에 대한 천공시간을 산정하였으며 기존 도로터널 사례를 통해 버력처리 및 지보재 설치 공정의 소요시간을 산정하였다. 굴진면 운용 수를 고려하여 굴착 사이클을 산출하였으며 이를 통해 운영가능한 천공장비의 최대 대수와 최소 대수를 수식화하여 제시하였다.

• 터널과지하공간
• /
• 제11권2호
• /
• pp.109-119
• /
• 2001

우리나라의 양수발전소는 지금까지 단일공동을 굴착하였다. 그러나 양양 양수발전소는 두 개의 대공동 즉, 발전소와 주 변전소로 구성된다. 이 경우 공동 구조물의 안정성, 특히 두 공동사이에 형성되는 암주를 영구적으로 안전하게 유지할 수 있도록 보장되어야 한다. 본 연구에서는 개별요소법을 이용하여 두 공동과 암주의 구조적 안정성을 평가하였으며, 구성모델로 Barton-Bandis의 절리모델을 이용하였다. 현지 암반의 초기응력, 자연절리면의 거칠기계수, 불연속면의 공간적 분포 특성과 같은 중요한 요인들은 현지 조사를 통하여 구하였다. 이외에 두가지 경우 즉, 무보강과 보강의 경우 지보시스템의 최적화를 분석하였으며, 또한 보강효과를 검토하였다. 연구결과 보강의 경우 수평변위와 절리의 전단변위가 감소되었으며 암주내 이완영역 역시 감소됨을 확인하였다. 두 공동사이에 있는 약 36 m 두께의 암주에 적절한 보강조치를 취하여 안정성을 확보할 수 있었다.

• 대한기계학회논문집B
• /
• 제32권11호
• /
• pp.824-831
• /
• 2008

We present a continuous size-dependent particle separator using a negative dielectrophoretic (DEP) virtual pillar array. Two major problems in the previous size-dependent particle separators include the particle clogging in the mechanical sieving structures and the fixed range of separable particle sizes. The present particle separator uses the virtual pillar array generated by negative DEP force instead of the mechanical pillar array, thus eliminating the clogging problems. It is also possible to adjust the size of separable particles since the size of virtual pillars is a function of a particle diameter and applied voltage. At an applied voltage of 500 kHz $10\;V_{rms}$ (root mean sqaure voltage) sinusidal wave and a flow rate of $0.40\;{\mu}l\;min^{-1}$, we separate $5.7\;{\mu}m$-, $8.0\;{\mu}m$-, $10.5\;{\mu}m$-, and $11.9\;{\mu}m$-diameter polystyrene (PS) beads with separation purity of 95%, 92%, 50%, and 63%, respectively. The $10.5\;{\mu}m$- and $11.9\;{\mu}m$-diameter PS beads have relatively low separation purity of 50% and 63%. However, at an applied voltage of $8\;V_{rms}$, we separate $11.9\;{\mu}m$-diameter PS beads with separation purity over 99%. Therefore, the present particle separator achieves clog-free size-dependent particle separation, which is capable of size tuning of separable particles.

• The Korean Journal of Pain
• /
• 제34권3호
• /
• pp.315-321
• /
• 2021

Background: Pillar pain may develop after carpal tunnel release surgery (CTRS). This prospective double-blinded randomized trial investigated the effectiveness of extracorporeal shock wave therapy (ESWT) in pillar pain relief and hand function improvement. Methods: The sample consisted of 60 patients with post-CTRS pillar pain, randomized into two groups. The ESWT group (experimental) received three sessions of ESWT, while the control group received three sessions of sham ESWT, one session per week. Participants were evaluated before treatment, and three weeks, three months, and six months after treatment. The pain was assessed using the visual analogue scale (VAS). Hand functions were assessed using the Michigan hand outcomes questionnaire (MHQ). Results: The ESWT group showed significant improvement in VAS and MHQ scores after treatment at all time points compared to the control group (P < 0.001). Before treatment, the ESWT and control groups had a VAS score of 6.8 ± 1.3 and 6.7 ± 1.0, respectively. Three weeks after treatment, they had a VAS score of 2.8 ± 1.1 and 6.1 ± 1.0, respectively. Six months after treatment, the VAS score was reduced to 1.9 ± 0.9 and 5.1 ± 1.0, respectively. The ESWT group had a MHQ score of 54.4 ± 7.7 before treatment and 73.3 ± 6.8 six months after. The control group had a MHQ score of 54.2 ± 7.1 before treatment and 57.8 ± 4.4 six months after. Conclusions: ESWT is an effective and a safe non-invasive treatment option for pain management and hand functionality in pillar pain.

• 설비공학논문집
• /
• 제30권1호
• /
• pp.33-43
• /
• 2018

This study numerically investigated statistic and dynamic behaviors of the water droplet on plate with or without various structured-pillars at nano-scale by molecular dynamics simulation. This study considered smooth plate, plate with the rectangular-structured pillar, and the plate with dual-structured pillar under various characteristic energy conditions. The static behavior of water droplet depending on the plate shape, plate surface energy, and the pillar characteristics were examined. After the water droplet reaches its steady state, this study investigated the dynamic behavior of the water droplet by applying a constant force. Finally, this study investigated the static and dynamic behaviors of the water droplet by measuring its contact angle and contact angle hysteresis. As a result, we found that the structure was more hydrophobic.

• 대한조선학회 특별논문집
• /
• 대한조선학회 2009년도 특별논문집
• /
• pp.93-96
• /
• 2009

Foundation structure for the main engine heavy spare parts in the engine room is susceptible to resonance problem due to outfitting weight. In addition the deck floor has a large opening for the main engine installation and maintenance, which further weakens the foundation structure. To reinforce the weak structure, two types of approaches have been used; 1) insert an H-pillar below or above the floor and 2) increase the stiffener size. In this paper, the H-pillar approach is used to solve the vibration problem of the foundation structure in the engine room opening area. A commercial program is used to analyze the vibration problem ad to find the location and the size of the H-pillar. Modal test at the quay and on-board vibration measurement during the sea trial have confirmed the validity of inserting an H-pillar below the floor.

• 터널과지하공간
• /
• 제22권1호
• /
• pp.60-68
• /
• 2012

본 연구에서는 도로터널을 대상으로 최소 이격거리가 0.5D 이하인 근접 병설터널의 암반 필라 거동을 3차원 수치해석방법으로 검토하였다. 암반 필라의 거동에 영향을 미치는 매개변수로 이격거리와 심도(토피고) 및 암반조건의 변화에 따른 안전율을 평가하였다. 이격거리가 증가할수록 토피고와 암반조건에 따른 안전율 추세곡선은 비선형 거동을 보여 주었으며, 최소 안전율을 기준으로 최소 이격거리를 산정하여 설계도표를 제시하였다.

• 대한기계학회논문집A
• /
• 제32권6호
• /
• pp.533-539
• /
• 2008

An high frequency induction hardening technology of vehicle body press-formed of thin sheet steel has been developed to increase the strength of vehicle body parts locally by high frequency induction heating, thereby eliminating the need for reinforcements. And this technique for increasing the tensile strength of sheet steel was practically applied to the front floor cross member and center pillar reinforcement of a passenger car. The side impact behavior has been investigated when induction hardening technology is applied to the conventional low-carbon steel and weight reduction of an automotive body is expected. In this paper, basic experiments were performed for the hat-shaped specimen under high frequency induction heating process. Martensitic transformation was found in the heating zone through microscopic observation which showed higher hardness. In addition, the hardness and strength of the center-pillar specimen made of boron steel increased remarkably by high frequency induction heating.