• 한국지반공학회지:지반
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• 제1권2호
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• pp.27-40
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• 1985

본고는 기약지반변형해석에 이용될 범용 program을 개발하고 이를 이용하여 성토부끝에 sheet pile을 타설하거나 혹은 성토부아래의 연약정토지반을 개취하였을 때의 변형억제효과를 연구한 것이다. 본고에 적용된 압밀리론으로서 Biot의 압밀방정식과 구성방정식으로서 탄소성리론에 근거한 modified Cam-clay 이론을 적용하였고 유한요소해석으로서는 Christian-Boehmer계를 도입하여 program화한 것이다. 그 주요한 결론은 다음과 같다. 1. 속변지반의 침하효과에 관해서는 sheet pile이나 심우혼합처새깊이를 자지층까지 관입하여 시공하고 그 자신의 침하가 없을 경우에만 유효하다. 2. 흔히 사용되는 sheet pile대책공법은 통상의 steel sheet pile의 각성으로서는 성토직후의 봉기, 측방변위의 억제효과는 기대할 수 없다. 3. Sheet pile에 대한 예상론인 사용방법은 성토하부에 세밀을 촉진하기 위해 vertical drain을 설치하고 점증재하 방법만이 확실한 효과가 있다. 4. 체층혼합처리공법은 예상한 바와 같이 그 자종가 강성이 클수록 침하억제핵과가 있다. 특히 grouting을 통한 지반강화가 곧장 주변지반의 변형억제효과가 있다고 단정하는 것은 그 강성 까 관련하여 신중히 고려하여 결정해야 한다.

• 한국운동역학회지
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• 제12권1호
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• pp.173-191
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• 2002

The purpose of this study was defined efficient throw motion pattern to obtain the quantitative data and to achieve successful bowling through kinetic - kinematic variables on the throw motion. Subject of group composed of three groups : Higher bowlers who are two representative bowlers with 200 average points and one pro-bowler. Middle bowlers who are three common persons with 170 average points. Lower bowler who are three common persons with 150 average points. Motion analysis on throw motion in three groups respectively has been made through three-dimension cinematography using DLT method. Two high-speed video camera at operating 180 frame per secondary. One-way ANOVA has been used to define variable relations. Analyzed result and conclusion are the following : The displacement of back of the hand must have wider difference of each right-left displacement to increase the spin of the ball. In high bowlers group, difference between the front-rear position of back of the hand in case of success and that in case of failure in follow throw is 0.17m. That is to say, momentum in case of success come to increase greatly, compared with that in case of failure. To increase the spin of the ball, the potential difference should be narrower in follow through. In case of the high bowlers, the velocity of the front-rear direction of the back of the hand has been the fastest both in release and follow through, compared with those in other groups, which has contributed to increasing the spin force of the ball. The orders in the resultant velocity of the back of the hand has shown the this : the finger tip$\rightarrow$the back of the hand$\rightarrow$wrist.These orders made the proximal segment support the distal segment. The distal segment has provided the condition to accelerate the velocity. In case of failure, the suddenly increased velocity has caused the failure in the follow through. Acutely flexing the angle of the back of the hand has contributed to lifting to increase the spin of the ball.

• 한국지반환경공학회 논문집
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• 제11권1호
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• pp.27-34
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• 2010

본 연구에서는 유한요소해석을 실시하여 지반굴착으로 인해 융기(heaving)가 발생하는 지반에 사전에 근입된 말뚝의 거동에 대한 분석을 실시하였다. 수치해석에서는 말뚝과 점토사이 경계면에서의 미끄러짐(소성항복)을 고려하여 그 상호거동에 대하여 고찰하였다. 본 연구에서는 말뚝의 상향변위, 말뚝과 인접지반의 상대변위, 말뚝에 작용하는 전단응력 및 인장력을 분석하였다. 특히, 수직응력의 감소로 인해 말뚝과 인접지반에서의 전단응력이 전이되는 메커니즘에 대한 심도있는 분석을 실시하였다. 굴착에 의해 수직응력이 감소하여 말뚝과 인접지반 사이에서의 상대변위 및 전단응력이 변화하였다. 말뚝 대부분의 위치(Z/L=0.0-0.8)에서는 상향의 전단응력이 발생하였으나, 말뚝 선단부 부근(Z/L=0.8-1.0)에서는 하향의 전단응력이 발생하였고, 이로 인해 말뚝에는 인장력이 발생하였다. Z는 임의의 심도, L은 말뚝의 길이이다. 수치해석을 통해서 분석된 말뚝의 거동에 대하여 상세히 보고하였다.

• 대한치과보철학회지
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• 제33권3호
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• pp.413-439
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• 1995

The purpose of this study was to evaluate the stress distribution developed in the supporting structures by mandibular distal extension removable partial dentures with 2 different direct retainer designs and with or without indirect retainer and abutment splinting. The examined direct retainers on the second bicuspid abutment tooth were Akers clasp and RPA clasp, the indirect retainer was located on the mesial fossa of the first bicuspid, and the first and second bicuspid were splinted in case of tooth splinting. Total 8 cases were compared and analyzed with 3-dimensional finite element method. 150N were applied vertically on the artificial teeth of the removable partial denture, and then stress distribution patterns were analyzed and compared. The results were as follows : 1. The forces transmitted to the abutment tooth were primarily from the occlusal rests. 2. The abutment tooth was displaced distally when the force was applied. The compressive stress was observed at the distal root surface of the abutment tooth and the tensile stress, at the mesial root surface. 3. The denture base was displaced posteriorly and inferiorly when the force was applied. At the more distal portion of the denture base, the greater displacement was observed.And the anterior portion of the major connector was displaced superiorly. 4. The occlusal rest placed on the distal part of the abutment tooth tended to tip the tooth more posteriorly than did one on the mesial part of that tooth. 5. Severe superior displacement was observed at the anterior portion of the major connector in case of removable partial dentures without indirect retainer. 6. In case of tooth-splinting, the stress was distributed through all the root surface of both abuments. In case of no tooth-splinting, the stress was concentrated on the distal root surface of the primary abutment.

• 한국지반환경공학회 논문집
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• 제10권5호
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• pp.59-67
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• 2009

본 연구에서는 단독말뚝의 주변에서 실시되는 터널의 굴착이 지반 및 말뚝에 미치는 영향을 3차원 수치해석을 통하여 분석하였다. 수치해석에서는 말뚝과 주변지반 사이에 경계면요소를 이용하여 소성항복 발생조건을 모델링하였다. 수치해석을 통하여 풍화토 및 풍화암에 시공된 터널과 말뚝의 상호거동에 대한 분석을 실시하였다. 수치해석을 통해 말뚝의 침하, 말뚝과 지반 경계면에서의 상대변위, 전단응력 및 말뚝의 축력변화를 분석하였다. 특히 터널의 굴착과 관련된 전단응력의 전이과정에 대한 심도있는 분석을 실시하였다. 터널굴착에 의한 말뚝-지반 경계면에서 상대변위의 변화로 인하여 말뚝에 작용하는 전단응력 및 축력의 분포가 변하게 된다. 말뚝 본체 대부분에서는 상향의 전단응력이 발생하는 반면(Z/L=0.0-0.8), 말뚝선단부근에서는(Z/L=0.8-1.0) 하향의 전단응력이 발생하여 말뚝에 인장력이 발생된다. 수치해석을 통해서 터널굴착이 말뚝 거동에 미치는 영향을 상세하게 분석하였다.

• 대한기계학회논문집A
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• 제27권11호
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• pp.1986-1996
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• 2003

Methodology based on the elastic-plastic fracture mechanics has been widely accepted in predicting the critical crack length(CCL) of pressure tubes of CANDU nuclear plants. A conservative estimate of CCL is obtained by employing the J-resistance curves measured with the specimens satisfying plane strain condition as suggested in the ASTM standard. Due to limited thickness of the pressure tubes the curved compact tension(CT) specimens taken out from tile pressure tube have been used in obtaining J-resistance curves. The curved CT specimen inevitably introduce slant fatigue crack during precracking. Hence, effect of specimen geometry and slant crack on J-resistance curve should be explored. In this study, the difference of J integral values between the standard CT specimens satisfying plane strain condition and the nonstandard curved CT with limited thickness (4.2mm) is estimated using finite element analysis. The fracture resistance curves of Zr-2.5Nb obtained previously by other authors are critically discussed. Various finite element analysis were conducted such as 2D analysis under plane stress and plane strain conditions and 3D analysis for flat CT, curved CT with straight crack and curved CT with slant crack front. J-integral values were determined by local contour integration near the crack tip, which was considered as accurate J-values. J value was also determined from the load versus load line displacement curve and the J estimation equation in the ASTM standard. Discrepancies between the two values were shown and suggestion was made for obtaining accurate J values from the load line displacement curves obtained by the curved CT specimens.

• 대한치과교정학회지
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• 제50권4호
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• pp.238-248
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• 2020

Objective: To investigate the effects of the long-term use of a maxillary protraction facemask with miniplate (FM-MP) on pharyngeal airway dimensions in growing patients with cleft lip and palate (CLP). Methods: The study included 24 boys with CLP (mean age, 12.2 years; mean duration of FM-MP therapy, 4.9 years), divided into two groups according to the amount of A point advancement to the vertical reference plane (VRP): Group 1, > 4 mm; Group 2, < 2 mm; n = 12/group. After evaluating the skeletodental and airway variables using lateral cephalograms acquired before and after FM-MP therapy, statistical analyses were performed. Results: Group 1 showed greater forward and downward displacements of the posterior maxilla (posterior nasal spine [PNS]-horizontal reference plane [HRP]; PNS-VRP), greater increase in ANB, more forward tongue position (tongue tip-Pt vertical line to Frankfort horizontal plane), and greater increase in the oropharynx (superior posterior airway space [SPAS]; middle airway space [MAS]) and upper nasopharynx (PNS-adenoid2) than did Group 2. While maxillary advancement (A-VRP and PNS-VRP) correlated with increases in SPAS, MAS, and PNS-adenoid2, downward displacement of the PNS (PNS-HRP) correlated with increases in SPAS, MAS, PNS-adenoid1, and PNS-adenoid2, and with a decrease in vertical airway length (VAL). Mandibular forward displacement and decrease in mandibular plane correlated with increases in MAS. Conclusions: FM-MP therapy had positive effects on the oropharyngeal and nasopharyngeal airway spaces without increases in VAL in Group 1 rather than in Group 2. However, further validation using an untreated control group is necessary.

• 한국진공학회:학술대회논문집
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• 한국진공학회 2014년도 제46회 동계 정기학술대회 초록집
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• pp.258-258
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• 2014

Spark discharge in water generates shockwaves which have been utilized to generate mechanical actuation for potential use in pumping application. Discharge pulses of several microseconds generate shockwaves and vapor bubbles which subsequently displace the water for a period of milliseconds. Through the use of a sealed discharge chamber and metal bellow spring, the fluid motion can be used create an oscillating linear actuator. Continuous actuation of the bellow has been demonstrated through the use of high frequency spark discharge. Discharge in water forms a region of high electric field around the electrode tip which leads to the creation of a thermal plasma channel. This process produces fast thermal expansion, vapor and bubble generation, and a subsequent shockwave in the water which creates physical displacement of the water [1]. Previous work was been conducted to utilize the shockwave effect of spark discharge in water for the inactivation of bacteria, removal of mineral fouling, and the formation of sheet metal [2-4]. Pulses ranging from 25 to 40 kV and 600 to 900 A are generated inside of the chamber and the bellow motion is captured using a slow motion video camera. The maximum displacements measured are from 0.7 to 1.2 mm and show that there is a correlation between discharge energy input to the water and the displacement that is generated. Subsequent oscillations of the bellow are created by the spring force of the bellow and vapor in the chamber. Using microsecond shutter speed ICCD imaging, the development of the discharge bubble and spark can be observed and measured.

• 대한토목학회논문집
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• 제8권2호
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• pp.135-145
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• 1988

본(本) 연구(硏究)는 재료(材料)의 배합(配合)이 단순한 mortar를 제작 그 균열발생을 관찰, 측정하여 정적하중(靜的荷重)에 의한 균열 및 일정진폭을 갖는 동적하중(動的荷重)에 의한 균열성장영역 예측을 시도한 것이다. 사용시편은 mortar의 배합비(配合比)와 물-시멘트비(比)를 달리하여 ASTM E 561-80에서 제안한 CLWL-DCB(crack-line-loaded-double-cantilever-beam)의 제1방법인 벽개형(劈開型)모드(opening mode)에 의거 균열성장거동을 측정하였다. 본(本) 실험(實驗)에서는 X-Y recorder에 나타난 하중(荷重)(P)-균열개구변위($2V_1$), 균열개구변위($2V_1$)-균열선단개구변위($2V_2$)의 diagram을 해석하여 정적하중(靜的荷重)에 의한 균열선단의 비선형적인 미소균열을 포함하는 유효균열길이(effective crack length; $a_e$)와 균열선단의 미소균열을 제외한 물리적균열길이(physical crack length; $a_m$) 및 replica 필름으로 구한 균열길이(replica crack length; $a_t$)의 상관관계와 일정진폭을 갖는 반복하중에 의한 $a_e$, $a_m$, $a_t$를 구하여 정적하중(靜的荷重)에 의한 균열특성과 동적하중(動的荷重)에 의한 균열특성을 조사한 것이다.

• 한국산학기술학회논문지
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• 제13권5호
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• pp.2403-2407
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• 2012

압축하중을 받는 말뚝의 하중-침하관계를 구하기 위한 하중전이법에서는 말뚝을 유한개의 요소로 분할하고 각각의 요소들에 대하여 말뚝주면변위와 주면 전이하중 그리고 말뚝선단변위와 선단저항력 사이의 적합조건으로부터 말뚝 요소의 단면력과 변위를 계산하게 된다. 통상적인 하중전이법에 의할 경우 모든 말뚝요소들에 대하여 하중-변위 사이의 적합조건을 만족하도록 반복계산을 수행해야 하므로 계산량이 과다한 단점이 있다. 본 연구에서는 압축하중을 받는 말뚝에 대한 미분방정식을 유한차분식으로 정식화하여 말뚝 바닥요소를 제외한 요소에 대해서는 반복계산 없이 직접 말뚝 단면력과 변위량을 계산할 수 있는 간편 계산법을 도입하였다. 간편 계산법에 의한 계산결과를 기존의 해석자료와 비교하여 보았는데 하중-침하관계와 말뚝 단면력 분포가 일치함을 알 수 있었다.