• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2009년도 춘계 학술발표회
• /
• pp.368-375
• /
• 2009

This paper describes field installation and load test results performed for three types of micropiles in the process of developing a new micropiling method. Field tests were performed for two conventional types(i.e., micropile reinforced with steel bar and gravity grouting, micropile reinforced with steel bar and steel casing and gravity grouting) and a proposed type(i.e., micropile reinforced with hollow steel pipe wrapped with geotextile-pack and pressurized grouting). The load test results subjected to axial compression and tension and lateral loading conditions are described in this paper. The micropiles were exposed in the air in order to verify the installation quality and curing condition of grouting material via ground excavation. Axial compression and tension test results indicate that the new micropile type provide at least 40% higher bearing capacity than that of conventional types. Based on the examination of exposed piles, it is induced that the proposed method, packed micropile, provides better interlocking between grouts and surrounding soils and increases higher frictional resistance comparing to conventional types.

• Advances in concrete construction
• /
• 제11권2호
• /
• pp.111-126
• /
• 2021

Concrete cracking due to brittle tension strength significantly prevents fully utilization of the materials for "flexural-shear failure" type shear walls. Theoretical and experimental studies applying fiber reinforced concrete (FRC) have achieved fruitful results in improving the seismic performance of "flexural-shear failure" reinforced concrete shear walls. To come to an understanding of an optimal design strategy and find common performance prediction method for design methodology in terms to FRC shear walls, seismic performance on shear walls with PVA and steel FRC at edge columns and plastic region are compared in this study. The seismic behavior including damage mode, lateral bearing capacity, deformation capacity, and energy dissipation capacity are analyzed on different fiber reinforcing strategies. The experimental comparison realized that the lateral strength and deformation capacity are significantly improved for the shear walls with PVA and steel FRC in the plastic region and PVA FRC in the edge columns; PVA FRC improves both in tensile crack prevention and shear tolerance while steel FRC shows enhancement mainly in shear resistance. Moreover, the tensile strength of the FRC are suggested to be considered, and the steel bars in the tension edge reaches the ultimate strength for the confinement of the FRC in the yield and maximum lateral bearing capacity prediction comparing with the model specified in provisions.

• 한국임상수의학회지
• /
• 제39권6호
• /
• pp.378-383
• /
• 2022

A 3-year-old, 24-kg intact female Border Collie was referred for a toe-touch weight-bearing stance, intermittent weight-bearing lameness, and moderate pain reaction of the right forelimb on physical examination and right humerus olecranon avulsion fracture on diagnostic imaging examination. Surgical repair was performed using tension band wiring to re-attach the triceps tendon and distal olecranon. Migration of the distal olecranon fragment was observed due to comminuted fracture of the fragment 5-days after surgery, and revision surgery was performed. The tension-relieving sutures were passed through the pre-drilled hole in the olecranon, and the polyester mesh was augmented to the suture region, covering the triceps tendon and olecranon drilling hole using the Krackow suture pattern. The elbow joint was immobilized using a type IA transarticular external fixator, which was removed 8 weeks after surgery. Fourteen weeks after surgery, no lameness was observed on gait evaluation. At follow-up after 7 months, the distal olecranon fragment had stabilized, and no lameness was observed.

• 한국안전학회지
• /
• 제27권5호
• /
• pp.117-125
• /
• 2012

In recent years, polymer concrete based on polyester resin have been widely generalized and the research of polymer concrete have been actively pursued by the technical innovations. Polymer concrete is a composite consisting of aggregates and an organic resin binder that hardens by polymerization. Polymer concrete are stronger by a factor of three or more in compression, a factor of four to six in tension and flexural and a factor of two in impact when compared with portland cement concrete. In view of the growing use of polymer concrete, it is important to study the physical characteristics of the material, emphasizing the short term properties as well as long term mechanical behavior. If polymer concrete is to be used in flexural load-bearing application such as in beam, it is imperative to understand the deformation of the material under sustained loading conditions. This study is proposed to empirical and mechanical model of polymer concrete tension creep using long-term experimental results and mathematical development. The test results showed that proposed model has been used successfully to predict creep deformations at a stress level that was 20 percent of the ultimate strength and viscoelastic behavior of recycled-PET polymer concrete is linear of stress level up to 30 percent. It is expected that the present model allows more realistic evaluation of varying stresses in polymer concrete structures with a constant loading.

• 한국재료학회지
• /
• 제15권2호
• /
• pp.126-133
• /
• 2005

Mechanical properties of zirconium cladding were evaluated by ring tension test to simulate Reactivity-Initiated Accident (RIA) at high burnup situation as an out-reactor test. Zircaloy-4 cladding was hydrided up to 1000 ppm as well as oxidized up to $100\;{\mu}m$ to simulate high-burnup situation. After simulated high-burnup treatment, ring tension test was carried out from 0.01 to 1/sec to correlate with actual RIA event. The results showed that ductility and circumferential toughness decreased with the hydrogen content and oxide thickness. Hydride generated inside cladding acted as brittle failure. Oxygen influenced cladding tube by the reduction of load bearing area, oxygen embrittlement, and thermal aging. Correlation between in-reactor RIA parameter like fuel enthalpy and out-reactor toughness was performed and showed a reasonable result.

• Steel and Composite Structures
• /
• 제26권5호
• /
• pp.573-582
• /
• 2018

This study develops and numerically verifies an innovative seismically resilient bracing system. The proposed self-centering tension-only brace (SC-TOB) is composed of a tensioning system to provide a self-centering response, a frictional device for energy dissipation, and a high-strength steel cable as a bracing element. It is considered to be an improvement over the traditional self-centering braces in terms of lightness, high bearing capacity, load relief, and double-elongation capacity. In this paper, the mechanics of the system are first described. Governing equations deduced from the developed analytical model to predict the behavior of the system are then provided. The results from a finite element validation confirm that the SC-TOB performs as analytically predicted. Key parameters including the activation displacement and load, the self-centering parameter, and equivalent viscous damping are investigated, and their influences on the system behavior are discussed. Finally, a design procedure considering controlled softening behavior is developed and illustrated through a design example.

• Tribology and Lubricants
• /
• 제33권3호
• /
• pp.119-125
• /
• 2017

In this study, we perform a numerical analysis to predict the film thickness and lubrication regions for a thrust ball bearing under different operating conditions. Film thinning and replenishment affect the film thickness in starved lubrication. As the inlet meniscus position is brought to the edge of the Hertz contact, the thin film thickness is calculated as starved equation. We use a film replenishment model to determine the recovery film thickness between rolling elements. We use a hydrodynamic model to describe film recovery, that results from the effects of surface tension. In this model, we consider the surface tension gradient in fluid depression as the driving force for fluid recovery. We use Fourier transform method to determine the time-dependent depth of depressed oil. We calculate the change in the central film thickness graphically by using the recovery equation in starved elastohydrodynamic lubrication(EHL) under operating conditions that include numbers of balls, sliding velocity, applied force, and ambient film thickness. We evaluate the degree of starvation by using the distance from the center of the contact area to the meniscus position. Parched lubrication, a phenomenon where the film thickness decreases consistently, occurs at the severe condition. We determine optimal values with respect to the numbers of balls, and sliding velocity. The investigation can contribute to the design operating conditions for proper lubrication.

• 대한기계학회논문집A
• /
• 제35권11호
• /
• pp.1521-1528
• /
• 2011

자동차용 고무부품에 대한 유한요소 해석의 신뢰 향상을 위하여 고무소재 물성치에 대한 연구를 수행하였다. 마운트 설계를 위하여 수백 종의 고무 물성치를 모두 측정하는 것은 현실적으로 어렵다. 그래서 시험 값을 대신하는 순수전단 시험 데이타의 변환 방법을 제시하여 유효성을 확인하였다. 순수전단시험의 응력-변형 관계의 변환은 단순인장시험 데이터와 주 연신률의 함수로 정의한 푸아송의 비를 사용하였다. 카본 충진 고무의 변환 순수전단시험 데이터는 100%변형까지 시험 데이터와 상당히 유사하다. 단순인장시험 데이타와 함께, 순수전단시험의 변환 데이타와 시험 데이터를 각각 사용한 허브베어링 씰의 접촉력에 대한 유한요소해석 결과들은 시험 데이터와 거의 일치하였다. 해석에 사용된 재료상수는 Ogden 상수이다.

• 한국산학기술학회논문지
• /
• 제20권5호
• /
• pp.577-584
• /
• 2019

최근 국내 사장교는 경관적인 요소를 위하여 비정형적인 형태가 시도되고 있다. 새로운 기하구조가 적용된 사장교는 그 특성을 명확히 분석하여 구조안전성을 확보할 필요가 있다. 본 연구 대상 교량은 S자형 곡선 보도사장교로 S자형 평면곡선과 역삼각형트러스 횡단면을 가진 보강거더, 곡선반경 내측에 1면으로 배치된 경사 주탑과 modified Fan 타입 주케이블, 수직 백스테이케이블이 적용되었다. 곡선사장교는 직선사장교와 같이 종방향의 거동에만 초점을 두고 장력을 조정할 경우 횡방향으로 과다한 변위와 모멘트가 발생 할 수 있다. 본 연구는 주케이블이 교량의 횡방향 거동에 미치는 영향을 분석하기 위해서, 장력에 의한 주탑의 횡방향 변위 방향에 따라 케이블을 2개 그룹으로 나누었다. 지간중앙부 케이블 그룹을 GR1, 주탑지점부 케이블 그룹을 GR2라 할 때 GR1과 GR2의 조합비율이 보강거더, 받침, 주탑 그리고 수직앵커케이블에 미치는 영향을 분석하였다. 연구대상 교량에 적용된 장력비율을 1.0GR1+1.0GR2라 하였을 때, 1.2GR1+0.8GR2의 조합에서 주탑지점부 보강거더의 좌측과 우측 상현재 응력이 최소가 되었고, 좌우 부재의 편차도 최소가 되었다. 또한, 받침의 수평력, 주탑의 횡방향 변위와 모멘트, 수직백스테이케이블의 장력도 감소하였다. 본 연구는 유사한 기하구조를 가진 사장교의 장력 결정시 기초 자료로 활용될 것으로 기대된다.

• 한국지반환경공학회 논문집
• /
• 제14권8호
• /
• pp.37-44
• /
• 2013

지압형 앵커는 일본, 유럽 등에서 1950년대부터 안정성 및 경제성의 우수함이 인식되어 왔다. 하지만 국내에서 적용하고 있는 지압형 앵커는 쐐기체의 확장에 의한 지반의 마찰력만으로 설계 인장력을 발휘하는 구조적인 문제점을 지니고 있으며 공벽에 밀착시키는 방법이 마땅치 않아 지압력을 확인하기가 어려운 실정이다. 본 연구에서는 지압력을 최대한 발휘할 수 있도록 확공지압형 앵커시스템을 개발하였다. 또한, 확공지압형 앵커의 인발특성을 평가하고 지압력에 의한 정착장 감소효과를 검증하기 위하여 현장시험을 수행하였다. 확공지압형 앵커에 대한 현장시험은 그라우팅 이전 가인장 상태와 그라우팅 후 본인장 상태에 대한 인발시험을 각각 수행하여 인발저항력을 확인하였으며 이를 마찰형 앵커의 인발시험 결과와 비교 분석하였고, 범용 유한요소해석 프로그램인 PLAXIS-2D를 이용한 정착부 상세 모델링을 통하여 가인장 시 정착부에서의 지압효과에 대한 검증을 수행하였다.