• 제목/요약/키워드: Rigid Body Model

검색결과 347건 처리시간 0.026초

포스트텐션 휨부재에서 비부착긴장재의 극한응력 (Ultimate Stress of Unbonded Tendons in Post-Tensioned Flexural Members)

  • 이득행;김강수
    • 콘크리트학회논문집
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    • 제21권4호
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    • pp.489-499
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    • 2009
  • 비부착 긴장재를 적용한 프리스트레스트 휨부재는 부착방식과 다르게 콘크리트와 긴장재의 비부착 거동 때 문에 휨강도의 정확한 예측이 쉽지 않다. 이에 대한 많은 연구들이 진행되었지만 비부착 긴장재를 적용한 부재의 휨강 도에 대한 이해는 여전히 부족하여, 각국의 기준은 매우 다르고 동일한 부재에 대하여 서로 다른 예측값을 주는 경우 가 많다. 따라서, 본 논문은 기존 제안식들을 고찰하고, 이를 개선하여 보다 합리적면서 향상된 정확도를 가질 수 있는 비부착긴장재의 극한응력예측식을 제안하고자 하였다. 또한, 비부착긴장재를 적용한 부재의 휨강도에 대한 기존의 실험 결과를 광범위하게 수집하여 데이터베이스를 구축하고, 이를 활용하여 제안모델의 정확성을 검증하고자 하였다. 변형의 집중을 가정하고 소성힌지 길이를 이용한 강체거동모델 등 기존의 제안식들에 비하여 본 논문에서 제안한 극한응력예 측식은 매우 뛰어난 정확도를 보였으며, 철근보강비, 재하형태, 콘크리트의 강도 등 주요 인자들의 영향을 매우 적절하 게 반영하는 것으로 나타났다. 특히, 보수·보강시 발생할 수 있는 과보강 상황 및 고강도콘크리트 부재에 대해서도 매 우 정확한 비부착긴장재의 극한응력을 제공하였다.

심해저 광물자원 채광시스템의 통합거동 해석 (Total Dynamic Analysis of Deep-Seabed Integrated Mining System)

  • 김형우;홍섭;이창호;최종수;여태경
    • 한국항해항만학회지
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    • 제34권3호
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    • pp.195-203
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    • 2010
  • 본 논문은 통합채광시스템의 동력학 해석을 다루고 있다. 통합채광시스템은 채광선, 수직양광관, 중간 저장 장소인 버퍼, 유연관, 자항식집광기로 구성되어 있다. 자항식집광기와 버퍼는 6자유도의 강체로 가정하였으며, 수직양광관과 유연관의 동적거동 해석을 위해 집중질량 매개방법을 이용한 이산화 모델을 적용하였다. 채광선에 대한 운동은 포함시키지 않았지만 경계조건을 통하여 채광선의 움직임을 표현하였다. 연약한 해저면을 주행하는 차량에는 연약지반 역학 모델을 적용시켰다. 수직양광관-버퍼, 버퍼-유연관, 유연관-자항식집광기의 연결에는 회전구속과 볼 구속조건을 사용하였다. 연성 동력학 모델의 운동방정식을 유도하기 위해 국부좌표계를 사용하였으며, 4개의 오일러 매개변수를 사용하여 각 시스템의 자세를 표현하였다. 통합 채광시스템의 운동 방정식 해를 구하기 위해서 증분-반복법을 적용하였으며, 시간영역 적분기는 newmark-${\beta}$를 사용하였다. 통합 채광시스템의 동적 거동 해석을 수치해석을 통해 분석하였다.

성견 하악골 절단 후 기계적 골 견인에 의해 형성된 골 신장부에 대한 시기별 조직학적 변화 (HISTOLOGICAL CHANGES IN THE ELONGATED BONE AFFECTED BY OSTEODISTRACTION OF THE MANDIBLE IN THE DOG)

  • 백선호;안병근;박영주;박희건;박준우;이건주;이용찬;조병욱
    • Journal of the Korean Association of Oral and Maxillofacial Surgeons
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    • 제27권5호
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    • pp.404-416
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    • 2001
  • Purpose : Traditionally, the treatement of choice has been a bone grafting procedure to increase the length of bone in case of actual length discrepancy. But, bone grafting procedure has many disadvantages, for example, graft resorption, donor site morbidity, and so on. So, many trials have been performed to avert the use of autogenous bone graft via introducing new materials or methods. And, one of those trials has been realized by the development of a technique inducing bone lengthening by osteotomy (or corticotomy) and slow gradual distraction of the osteotomized segments. This new technique of bone lengthening dates back to the early 20th century. But, the majority of information concerning the biology of new bone formation during bone lengthening and technical details of the procedure were produced by extensive clinical and experimental studies performed by Ilizarov, a Russian surgeon. According to Ilizarov, with adequate blood supply, preservation of periosteum, rigid fixation of the osteotomized segments, and proper rate and rhythm of distraction, intramembranous bone rapidly develops within the distraction gap in the limb lengthening procedure. In the limb lengthening, many orthopedic surgeons try to observe the biologic and clinical principles recommended by Ilizarov. In the oral and maxillofacial region, however, not a few studies must be performed to apply this surgical technique in the clinical cases. Besides, the mechanism of bone formation in the distraction gap is not clear, yet. The purpose of this experiment was to scrutinize serially the histological changes in the elongated bone affected by osteodistraction of the mandibular body in an adult canine model. In addition, it was performed to confirm the presence of specific region(s) which was important in the bone formation in the gap through the observation of the expression pattern of osteocalcin and osteonectin with the immunohistochemical examination. Materials and Methods : The experimental and control specimens were obtained from seven adult male mongrel dogs weighing over 20kg. The distractors were custom-made linear extraoral devices and bicortical fixation screws were 2.3mm in diameter, 50mm in total length, 15mm in screw length. The distractors were devised to produce a linear gap of 0.75mm between two bony segments every $360^{\circ}$ turn of the rotation rod of the device. The mandibular body of the right side of each animal was corticotomized perpendicular to the occlusal plane and then two bony segments were separated completely by careful manipulation of the segments with bone forceps. The left side of each animal was left intact. This side was served as control. At sixth day after osteotomy and fixation of the segments were performed, distraction of the segments was commenced with a rate of 1.1mm/day and a rhythm of two/day for ensuing 7 days. The animals were euthanized at the 16th. 29th, and 44th day after the osteotomy. The bony specimens were decalcified, embedded in paraffin, sectioned $5{\mu}m$ thick and stained with H&E. The prepared specimens were examined under the light microscope. And, immunohistochemical examinations using anti-osteocalcin antibody (OC1, Biodesign, USA) and anti-osteonectin antibody (Haematologic Technologies Inc., Essex, VT) to locate the expressions of osteocalcin and osteonectin, respectively, were performed. Results : 1. New bone was observed already at the 16th. day after osteotomy. This suggests that new bone formation in osteodistraction was commenced at an early stage of the regenerative process. But, radiologically and microscopically, bony union was not completed in the distraction gap at the 44th. day after osteotomy. Therefore, rigid fixation must be maintained between the bony fragments till the complete bony union is confirmed clinically rather than one month or so after the completion of distraction.

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골유착 고정성 보철물 하에서 하중조건에 따른 삼차원 유한요소법적 분석 (THE THREE DIMENSIONAL FINITE ELEMENT ANALYSIS OF THE BONE ANCHORED FIXED PROSTHESIS ACCORDING TO THE LOAD CONDITION)

  • 양순익;정재헌
    • 대한치과보철학회지
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    • 제33권4호
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    • pp.780-806
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    • 1995
  • The purpose of this study was to describe the application of 3D finite element analysis to determine resultant stresses on the bone anchored fixed prosthesis, implants and supporting bone of the mandible according to fixture numbers and load conditions. 4 or 6 fixtures and the bone anchored fixed prosthesis were placed in 3D finite element mandibular arch model which represents an actual mandibular skull. A $45^{\circ}$ diagonal load of 10㎏ was labiolingually applied in the center of the prosthesis(P1). A $45^{\circ}$ diagonal load of 20㎏ was buccolingually applied at the location of the 10mm or 20mm cantilever posterior to the most distal implant(P2 or P3). The vertical distribution loads were applied to the superior surfaces of both the right and the left 20mm cantilevers(P4). In order that the boundary conditions of the structure were located to the mandibular ramus and angle, the distal bone plane was to totally fixed to prevent rigid body motion of the entire model. 3D finite element analysis was perfomed for stress distribution and deflection on implants and supporting bone using commercial software(ABAQUS program. for Sun-SPARC Workstation. The results were as follows : 1. In all conditions of load, the hightest tensile stresses were observed at the metal lates of prostheses. 2. The higher tensile stresses were observed at the diagonal loads rather than the vertical loads 3. 6-implants cases were more stable than 4-implants cases for decreasing bending and torque under diagonal load on the anterior of prosthesis. 4. From a biomechanical perspective, high stress developed at the metal plate of cantilever-to-the most distal implant junctions as a consequence of loads applied to the cantilever extension. 5. Under diagonal load on cantilever extension, the 6-implants cases had a tendency to reduce displacement and to increase the reaction force of supporting point due to increasing the bendign stiffness of the prosthesis than 4-implants cases. 6. Under diagonal load on cantilever extension, the case of 10mm long cantilever was more stable than that of 20mm long cnatilever in respect of stress distribution and displacement. 7. When the ends of 10mm or 20mm long cantilever were loaded, the higher tensile stress was observed at the second most distal implant rather than the first most distal implant. 8. The 6-implants cases were more favorable about prevention of screw loosening under repeated loadings because 6-implants cases had smaller deformation and 4-implants cases had larger deformation.

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모형실험에 의한 조립식 격자 옹벽의 거동 특성 (The Behavior Characteristics of Segmental Crib Retaining Wall by Model Test)

  • 김상수;신방웅;김용언;이재영;변동건
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 1999년도 가을 학술발표회 논문집
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    • pp.449-456
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    • 1999
  • The concrete wall is the most useful of retaining structure which can obtain the engineering stability, but has problems that is not friendly with nature environment in a fine view, such as poor rear drainage, and shrinkage crack by temperature difference, etc. Because of this problems, the research for a segmental crib retaining wall has been performed. A segmental crib retaining wall is quickly and easily erected because is possible to be erected as the individual members, and is not sensitive to differential settlement and earthquakes. Also, it shows effective drainage and has a friendly advantage with nature environment because of being able to be planted with vines and shrubs in retaining walls The design of crib retaining walls has traditionally been based on classical soil mechanics theories. These theories, originally derived by Rankine(1857) and Coulomb(1776), assume that the wall acts as a rigid body. This assumption results in failure being predicted by either monolithic overturning or base sliding mechanisms. However, the wall consists of individual members which have been created a three dimensional grid. This grid confines an fill mass which becomes part of the wall. The filled wall resists the earth pressure with the same mechanism of classical gravity walls. Because of the flexibility of the individual segment, it allows relative movement between the individual members within the wall. The three dimensional flexible grid leads to stress redistribution when the wall is subjected to external or fill loads. Due to the flexibility and the stress redistribution, the failure of segmental crib wall consists of not only overturing and base sliding but the local deformation and the failure between the segmental members. It has been researched in the field that due to this flexibility and load redistribution, serviceability failure of segmental crib walls is unlikely to be due to overturning or base sliding. Therefore, in this study, the relative displacement appearance of retaining wall due to variation of inclination is measured to examine this behavior characteristics. Also, the behavior characteristics of retaining walls by surcharge load, and location of acting point of retaining wall rear, and the displacement characteristics and deflections are estimated about the existence and nonexistence of Rear Stretcher performing an role in transmitting earth pressure of Header and Stretcher organizing retaining walls. This research focuses on the characteristics due to the behavior of retaining walls. This research focuses on the characteristics due to the behavior of retaining walls.

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복합재의 파괴와 hygrothermal 효과에 관한 연구 (Fracture and Hygrothermal Effects in Composite Materials)

  • Kook-Chan Ahn;Nam-Kyung Kim
    • 한국안전학회지
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    • 제11권4호
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    • pp.143-150
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    • 1996
  • 본 연구는 선형, 비선형 hygrothermal 응력 문제를 위한 explicit-Implicit 유한요소 해석 모델 개발에 관한 것이다. 부가적으로 moilsture 확산 방정식, J-적분 평가를 위한 균열 요소 및 가상 균열 진전법이 도입된다. 시간 변화에 따른 균열 추진력을 계산하기 위하여 선형 탄성 파괴 역학(LEFM)이론이 고려되며 재료의 기공은 실온에서 액체 상태의 습기로 포화되어 있으며 온도가 상승함에 따라 증기화된다는 가정하에서 균열 추진력과 증기 효과의 관계가 연구된다. 이상 기체방정식은 각 시간 단계에서 증기에 의한 열역학적 압력을 계산하기 위하여 이용된다. 다공질 재료의 시간 종속 응답을 지배하는 방정식들은 혼합이론에 기초하며 다공질 재료의 유체 흐름을 위한 Darcy의 법칙과 Von-Mises 항복 기준을 포함하고 있는 Perzyna의 점소성 모델이 첨가된다. 또한 Green-Naghdi 응력률이 중첩된 강체 운동하에서 응력 텐서 invariant로 사용되며, 모델링을 위하여 사각요소가 이용되고 비선형 지배 방정식을 풀기 위하여 full Newton-Raphson법에 의한 반복법이 사용된다. 본 연구를 통하여 얻은 결과는 다음과 같다. 1) 본 유한요소 프로그램은 복합재의 hygrothermal 파괴 해석에 매우 유용하게 적용될 수 있다. 2) 습기의 온도에 의한 영향을 가지는 재료의 J-적분을 정확히 예측하기 위하여는 증기 효과를 고려하여야 한다. 왜냐하면 초기단계에 균열 전파력이 가속되기 때문이다. 3) 본 해석을 위해 Uncoupled scheme에 의한 결과도 Coupled scheme에 결과에 비해 아주 타당하므로 CPU 측면에서 매우 경제적인 Uncoupled scheme이 추천된다.

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발파작업 시 충전매질에 따른 발파효과 비교 연구 (A Comparative Study on the Effect of Tamping Materials on the Impact Efficiency at Blasting Work)

  • 배상수;한우진;장승엽;방명석
    • 한국지반신소재학회논문집
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    • 제21권2호
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    • pp.57-65
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    • 2022
  • 본 연구에서는 폭약과 발파공 사이의 충전매질을 통한 충격파 전파 효과를 수치적으로 시뮬레이션하고 검증하였다. 고체(Lagrangian)와 유체(Eulerian)를 혼합 모델링하기 위해 Arbitrary Lagrangian-Eulerian(ALE) 방법을 선택하였다. 시간의존적 해석은 발파공정 시간 동안 수행되었다. 폭약과 매질(공기 또는 물)을 유한 요소망으로 모델링하였고, 발파공은 시작점(폭약)에서 발파공벽에 도달하는 전파 속도와 충격력을 결정할 수 있는 강체로 가정하였다. 해석결과에 따르면 물의 전파속도와 충격력은 공기의 경우보다 컸다. 추가로 발파 작업의 실제 현장을 모델링하고 시뮬레이션하였다. 암석은 탄소성체로 가정하였다. 해석결과에 따르면 충전매질이 물인 경우 순간 충격력이 더 크고, 파쇄블록 크기는 더 작은 것으로 나타났다. 반면 발파공배면에서의 충격량은 물인 경우에 더 작았는데, 이는 파쇄에 충격에너지가 상당부분 사용되고, 파쇄로 인한 감쇠 효과에 의해 주변의 고체를 통한 압력 전파는 공기보다 작아지기 때문이다. 이로써 충전매질로서 물이 공기보다 경제성이 더 높다는 것이 입증되었다.