• 한국철도학회:학술대회논문집
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• 한국철도학회 2005년도 추계학술대회 논문집
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• pp.240-245
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• 2005

There has been a strong demand on more economic and lower depth girder bridges for short and medium span range, PRECOM, which is a new type steel-concrete composite girder, has been developed to realize a more economic bridge system with a lower depth girder. In the PRECOM girder bridge, a steel plate girder is simply supported and then concrete form is hung to girder. Thus, the self-weight of the concrete is loaded to the steel girder. To increase the resistance of concrete in the lower casing against tensile stress, compressive force is introduced by prestressed tendon To evaluate the manufacturability and performances of the completed bridge, four 15-m girders and a bridge specimen with two 20m girders wvere constructed. The camber during the construction and introduction of an appropriate compressive force was evaluated. Dynamic data were obtained through the modal testing of the completed girders. Static loading test was also conducted to examine cracks and evaluate the decrease in stiffness and failure behavior under extreme conditions.

• 한국강구조학회 논문집
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• 제16권1호통권68호
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• pp.11-20
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• 2004

본 눈문은 C.F.T구조에서 폐단면인 각형강관기둥과 H형강보의 접합방법중의 하나인 외측형 다이아프램을 대상으로 한다. 본 연구에서의 내력평가는 기존의 단순인장형 접합부 실험결과를 기초로 항복선이론을 이용한 내력평가, 범용 유한요소해석 프로그램을 이용한 비선형 해석, 규준식 등을 통하여 수행되었다. 항복선이론은 수정된 K. Morita 역학모델을 이용하였고, 범용 유한요소해석프로그램은 Abaqus/Standard를 사용하였으며 비탄성 정역학적 유한요소해석을 하였다. 규준식에서의 최대내력 예측식은 장기하중에 대한 계수와 재질을 고려한 항복비를 적용하였으며, 규준식에서의 항복내력은 비충전형의 경우 2.6의 안전율을 갖는 값으로 하였고, 충전형의 경우 2.2의 안전율을 갖는 값으로 하였다. 연구결과, 본 연구에 사용된 기존의 단순인장형 접합부 내력평가는 항복선이론, 유한요소해석, 규준식을 통하여 모두 가능한 것으로 판단되며, 이들 중 규준식이 기존의 실험결과를 가장 과소평가하였다. 유한요소 해석결과에서의 내력과 변형모듈은 기존의 단순인장형 접합부 실험결과와 잘 일치하였다.

• Elastomers and Composites
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• 제46권3호
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• pp.186-194
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• 2011

셀룰로오스계 천연섬유인 kenaf를 천연고무와 함께 균일하게 배합한 후 압축성형 방법을 사용하여 천연섬유/천연고무 복합재료를 제조하였으며, 이들의 가황거동, 경도, 인장특성, 인열강도 및 정적, 동적 특성에 미치는 kenaf 섬유함량의 영향을 조사하였다. 복합재료를 구성하는 천연섬유의 함량은 천연고무 및 배합제 대비 0, 5, 10, 15, 20 phr이었다. 실험결과 천연고무의 여러 가지 특성이 kenaf 섬유의 함량에 의존한다는 것을 나타내었다. Kenaf 섬유함량이 증가함에 따라 천연고무의 가황에 요구되는 토크는 높아진 반면 가황시간은 감소되었다. Kenaf/천연고무 복합재료의 경도, 인장탄성률과 인열강도는 섬유함량이 증가할수록 점차적으로 증가한 반면, 인장강도와 파단신장률 은 감소하는 경향을 보여주었다. 또한 kenaf 섬유함량이 증가함에 따라 천연고무의 정적 특성보다는 동적 특성의 변화가 더욱 크게 나타났다. 고무에 가해지는 에너지의 감쇄 또는 흡수와 밀접한 관계가 있는 손실인자도 섬유함량에 비례하여 증가하였다.

• Advanced Composite Materials
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• 제16권1호
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• pp.45-61
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• 2007

This paper describes a damage accumulation mechanism in cross-ply CFRP laminates $[0_2/90_2]_{2S}$ subjected to out-of-plane loading. Drop-weight impact and static indentation tests were carried out, and induced damage was observed by ultrasonic C-scan and an optical microscope. Both tests gave essentially the same results for damage modes, sizes, and load-deformation history. First, a crack occurred in the bottom $0^{\circ}$ layer accompanying some delamination along the crack caused by bending stress. Then, transverse cracks occurred in the middle $90^{\circ}$ layer with decreasing contact force between the specimen and the indenter. Measured local strains near the impact point showed that the stress state changed from a bending dominant state to an in-plane tensile dominant state. A cohesive interface element was used to simulate the propagation of multiple delaminations and transverse cracks under static indentation. Two types of analytical models are considered, one with multiple delaminations and the other with both multiple delaminations and transverse cracks. The damage obtained for the model with only multiple delaminations was quite different from that obtained from the experiment. However, the results obtained from the model with both delaminations and transverse cracks well explain the characteristics of the damage obtained in the experiment. The existence of the transverse cracks is essential to form the characteristic impact damage.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2001년도 춘계학술대회논문집A
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• pp.102-107
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• 2001

Interfacial cracks between an isotropic and orthotropic material, subjected to static far field tensile loading are analyzed using the technique of photoelasticity. The fracture parameters are extracted from the full-field isochromatic data and the same are compared with that obtained using boundary collocation method. Dynamic Photoelasticity combined with high-speed digital photography is employed for capturing the isochromatics in the case of propagating interfacial cracks. The normalized stress intensity factors for static crack is greater when $\alpha=90^{\circ}C$ (fibers perpendicular to the interface) than when $\alpha=0^{\circ}C$ (fiber parallel to the interface) and those when $\alpha=90^{\circ}C$ are similar to ones of isotropic material. The dynamic stress intensity factors for interfacial propagating crack are greater when $\alpha=0^{\circ}C$ than $\alpha=90^{\circ}C$. The relationship between complex dynamic stress intensity factor $|K_D|$ and crack speed C is similar to that for isotropic homogeneous materials, the rate of increase of energy release rate G or $|K_D|$ with crack speed is not as drastic as that reported for homogeneous materials.

• Steel and Composite Structures
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• 제18권4호
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• pp.925-946
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• 2015

This paper presents a new cost-effective hybrid GFRP-Concrete deck system that the GFRP panel serves as both tensile reinforcement and stay-in-place form. In order to understand the fatigue behavior of such hybrid deck, fatigue test on a full-scale specimen under sagging moment was conducted, and a series of static tests were also carried out after certain repeated loading cycles. The fatigue test results indicated that such hybrid deck has a good fatigue performance even after 3.1 million repeated loading cycles. A three-dimensional finite element model of the hybrid deck was established based on experimental work. The results from finite element analyses are in good agreement with those from the tests. In addition, flexural fatigue analysis considering the reduction in flexural stiffness and modulus under cyclic loading was carried out. The predicted flexural strength agreed well with the analytical strength from finite element simulation, and the calculated fatigue failure cycle was consistent with the result based on related S-N curve and finite element analyses. However, the flexural fatigue analytical results tended to be conservative compared to the tested results in safety side. The presented overall investigation may provide reference for the design and construction of such hybrid deck system.

• 산업기술연구
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• 제18권
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• pp.363-370
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• 1998

This study focused on the development of an alternative stress estimation procedure to instantly calculate the critical stresses bonded concrete pavement. Closed form analysis is commonly used to analyze pavement structures. This type of analysis assumes linearelastic material properties and static loading conditions. The well-known ILLI-SLAB finite element program was used for the analysis. Bonded concrete overlay analyzed the stress distribution, behavior and load carrying capacity under track load is made evaluation standard of bonded concrete overlay. In the study, the following results were derived ; The properties of strength is that compress and 3-point bending strength of existing pavement is deteriorated with $184kg/cm^2$, $59kg/cm^2$ but compress and splitting tensile strength of overlay is satisfied with $465kg/cm^2$, $45kg/cm^2$. Load transfers is happen at adjacent slab by interlocking under track load. The stress distribution under interior, corner and edge load is described high loading position surrounding then loading position.

• 한국재난정보학회 논문집
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• 제13권4호
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• pp.455-464
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• 2017

I형 강거더의 압축부에 SUPER(Sustainable Ultra performing, Pioneering, Economic, Remarkable) Concrete가 합성된 거더의 휨거동 특성을 평가하기 위해 정적재하시험을 수행하였다. 실험체는 총길이 25m, 형고 786mm이고 압축부 콘크리트(이하 케이싱) 강도는 80MPa이며 4점 재하로 하중 2,010kN까지 가력하여 휨거동을 분석하였다. 실험 결과 사용 하중의 2.7배에서 인장 플랜지가 항복하였고 연성비는 1.481였다. 실험 종료까지 케이싱 균열은 확인되지 않았으며 단면 간 상대변위량은 미미한 수준임을 확인하였다.

• 대한의용생체공학회:의공학회지
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• 제19권4호
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• pp.393-401
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• 1998

임상학적인 관찰에 따르면, 반복적인 하중에 의하여 뼈/건의 접합부분에 발생하는 부분적인 파손은 병리학적인 변화를 유발시킴으로 인하여 주관절의 상골과염(Epicondylitis)으로 발전시킬 수 있는 주요한 원인으로 간주되고 있다. 반복적인 하중이나 정적인 하중 하에서의 주관절에 위치한 신전건 및 굴곡건의 기계학적인 물성치와 파괴양상은 지금까지 잘 알려져 있지 않다. 본 연구에서는 상골과염과 직접적인 관계가 되는 신전건 및 굴곡건의 기계학적인 물성치인 파괴강도, 반복하중의 회수와 변형율(Strain)간의 연관관계 및 반복하중에 있어서의 생체조직학적 변화의 향상, 특히 파괴의 진행양상을 관찰하였다. 적용하중의 속도에 따르는 신전건 및 굴곡건의 파괴강도의 통계학적인 차이는 보이지 않고 있으나, 파괴강도에 있어서 신전건은 1199.0 N/$cm^2{\pm}$388.8, 굴곡건 1922.0 N/$cm^2{\pm}$764.4로, 굴곡건이 신전건에 비하여 1.6배 정도 크게 나타났으며, 상호간의 파괴강도에 있어서 통계학적인 차이가 있음을 보여주고 있다.(p<0.05). 조직학적 관찰에 의하면, 반복하중 하에서 뼈/건의 접합부분 특히 Uncalcified Fibrocartilage 부분에서 분리가 시작되었으며, 이는 상골과염을 발생시키는 주요생체조직부분이라는 것을 시사하고 있다.

• 산업기술연구
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• 제21권B호
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• pp.281-286
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• 2001

In this study, product design and prototype manufacturing of a plastic water-pump pulley has been tried. The designed model is supposed to be made of 33 % glass reinforced resin of which the tensile strength is 180 MPa, and has 24 ribs on each side to increase its structural strength. Structural analysis under a static load of 300 kgf acting on both edges of the belt has been carried out using a commercial finite element code, MARC. The analysis result showed the maximum effective stress near a rib of designed model would be at most 35 MPa (less than 20% of the tensile strength), therefore, the plastic product would be sufficiently safe under that loading condition. On the basis of the structural analysis, a prototype of the designed model has been manufactured by using the fused deposition modelling (FDM) method which is one of the rapid prototyping (RP) methods, using ABS resin and support materials. The CAD data exported to the RP system in STL format was prepared by a commercial solid modeling software, SolidWorks. It has been proved that the plastic pulley can successfully replace the existing flow-formed steel product.