• Wind and Structures
• /
• 제8권2호
• /
• pp.107-120
• /
• 2005

The quasi-steady approaches to simulate the wind induced vibrations of inclined cables, especially on the rain-wind induced vibration, have been tried by many researchers. However, the steady wind force coefficients used in those methods include only the effects of water rivulet, but not the axial flow effects. The problem is the direct application of the conventional techniques to the inclined cable aerodynamics. Therefore, in this study, the method to implement the axial flow effects in the quasi-steady theory is considered and its applicability to the inclined cable aerodynamics is investigated. Then, it becomes clear that the perforated splitter plate in the wake of non-yawed circular cylinder can include the effects of axial flow in the steady wind force coefficients for inclined cables to a certain extent. Using the lateral force coefficients measured in this study, the quasi-steady theory may explain the wind induced instabilities of the inclined cables only in the relatively high reduced wind velocity region. When the Scruton number is less than around 40, the high speed vortex-induced vibration occurs around the onset wind velocity region of the galloping, and then, the quasi-steady approach cannot be applied for estimating the response of wind-induced vibration of inclined cable.

• 대한소아치과학회지
• /
• 제31권1호
• /
• pp.120-125
• /
• 2004

Cornelia de Lange Syndrome은 이형성적 특징들에 의해 특징 지워지는 증후군으로서 정확히 알려지지 않은 원인을 가진 이상증이다. 이 증후군은 이형성적 임상증상에 의거하여 진단되기 때문에 염색체 검사, 유전자 검사 등의 진단 목적의 다른 검사들은 유효하지 않다고 할 수 있다. 임상증상으로는 전반적 발육 장애 정신지체, 외소증 다모증(hypertrichosis), 갈매기 모양의 눈썹(confluent eye brows), 낮은 헤어라인, 낮고 평평한 코, 위로 들린 코끝, 사지 기형, 발가락의 합지증(webbing), 심장기형, 위식도 역류 질환, 청력 이상, 그리고 안 질환 등이 나타나며 구강관련 증상으로는 왜소악 치아 맹출 지연, 구순 구개열, 높은 구개궁, 얇은 상순, 그리고 처진 구각 등이 나타난다. 본 증례에서는 전북대학교병원 소아치과에 치아 우식증을 주소로 내원한 Cornelia do Lange Syndrome을 가진 3세 및 4세 여환의 치료 예를 보고하는 바이다.

• 콘크리트학회논문집
• /
• 제18권6호
• /
• pp.737-742
• /
• 2006

1960년대 내부식성이 뛰어난 FRP가 개발되면서 FRP를 이용하여 콘크리트 구조물을 보강하는 방법은 전 세계적으로 광범위하게 사용되었다. 그리고, FRP의 재료적 성능을 최대한 발휘할 수 있는 것으로 FRP에 긴장력을 가하는 방법이 새롭게 대두 되었다. 본 연구에서는 실험 변수를 긴장재의 종류, 긴장력으로 하여 RC보를 표면매립공법으로 보강하여 휨성능 향상에 대한 실험을 실시하였다. 실험 결과 긴장력의 증가에 따라 균열하중 및 항복하중이 표준실험체에 비해 증가하는 것으로 나타났다.

• International Journal of Concrete Structures and Materials
• /
• 제9권3호
• /
• pp.381-390
• /
• 2015

Investigating the microstructure of hardened cement mixtures with the aid of advanced technology will help the concrete industry to develop appropriate binders for durable building materials. In this paper, morphological, mineralogical and thermogravimetric analyses of autoclave-cured mixtures incorporating ground dune sand and ground granulated blast furnace slag as partial cementing materials were investigated. The microstructure analyses of hydrated products were conducted using scanning electron microscopy (SEM), energy dispersive X-ray spectroscopy (EDX), differential thermal analysis (DTA), thermo-graphic analysis (TGA) and X-ray diffraction (XRD). The SEM and EDX results demonstrated the formation of thin plate-like calcium silicate hydrate plates and a compacted microstructure. The DTA and TGA analyses revealed that the calcium hydroxide generated from the hydration binder materials was consumed during the secondary pozzolanic reaction. Residual crystalline silica was observed from the XRD analysis of all of the blended mixtures, indicating the presence of excess silica. A good correlation was observed between the compressive strength of the blended mixtures and the CaO/$SiO_2$ ratio of the binder materials.

• 콘크리트학회논문집
• /
• 제19권2호
• /
• pp.225-231
• /
• 2007

최근 건설 산업에서 FRP는 재료적 장점들 때문에 구조물의 보강재로서 높은 관심을 모으고 있다. 본 연구에서는 CFRP 보강량에 따른 철근콘크리트 보의 구조적 거동과 보강된 CFRP 종류에 따른 보의 연성에 대해 연구한 것이다. 실험에서 보강량을 증가시켜 실험했을 때 실험체를 겹 보강하는 것보다는 폭 보강하는 것이 더 효율적이었다. CFRP로 보강된 보의 파괴에서는 휨 파괴를 일으키면서 취성적인 양상을 보였다. 또한 에너지 비 측면에서 보의 대부분이 취성 파괴로 분류되었다. CFRP 플레이트에 비해 쉬트의 에너지 비가 전체적으로 50%를 넘고 겹 보강을 하지 않은 실험체는 약 70% 정도로 나타났다.

• Composites Research
• /
• 제29권6호
• /
• pp.358-362
• /
• 2016

원추형 복합재 튜브는 우주 항공, 비행체, 잠수함 등 큰 구조물뿐만 아니라 자전거 프레임, 낚시대, 골프채 등 레저용품에도 적용이 되면서 정적-동적 거동에서의 기계적 물성 예측의 중요한 연구 분야로 대두되고 있다. 일반적으로 원추형 복합재 튜브의 기계적 물성 예측은 진동, 굽힘, 좌굴에 관하여 많은 연구가 진행되었지만, 복합재료의 섬유 배향 각이 일정하다고 가정하고 기계적 거동을 분석한 것이 대부분이기 때문에 섬유 배향 각이 원추형 복합재 튜브 구조물의 기계적 물성에 어떠한 영향을 미치는지에 대한 연구가 필요하다. 이에 본 연구에서는 섬유 배향 각을 고려한 원추형 복합재료 튜브의 정적 거동에 따른 기계적 물성을 예측하기 위해 수식을 도출하고, 자전거 프레임에 적용하기 위한 다양한 설계 파라메터의 영향을 고찰하였다.

• 대한기계학회논문집A
• /
• 제20권11호
• /
• pp.3516-3524
• /
• 1996

Service conditions for structures at elevated temperatures in nuclear power plant involve transient thermal and mechanical load levels that are severe enough to caeuse inelastic deformations due to creep and plasticity. Therefore, a systematic mehtod of inelastic analysis is needed for the design of structural components in nuclear poser plants subjected to such loading conditions. In the present investigation, the Chabodhe model, one of the unified viscoplastic constitutive equations, was selected for systematic inelastic analysis. The material response was integrated based on GMR ( generallized mid-point rule) time integral scheme and provided to ABAQUS as a material subroutine, UMAT program. By comparing results obtaned from uniaxial analysis using the developed UMAT program with those from Runge-Kutta solutions and experimentaiton, the validity of the adopted Chaboche model and the numerical stability and accuracy of the developed UMAT program were verified. In addition, the developed material subroutine was applied for uniaxial creep and tension analyses for the plate with a hole in the center. The application further demonstrates usefulness of the developed program.

• 비파괴검사학회지
• /
• 제27권1호
• /
• pp.48-57
• /
• 2007

사용 중인 항공기 구조를 모사하여 리벳구멍 주위에 피로균열이 존재하는 AA2024-T3 박판을 CFRP 복합재 패치로 접합하여 보수한 후 피로균열 성장거동을 음향방출(AE)을 측정하면서 관찰하였다. 패칭의 효과로 균열성장속도의 뚜렷한 감소와 균열이 인접한 리벳 구멍으로 전파되는 시간을 지연시키는 효과가 있음을 확인하였다. 그리고 패칭 후 균열성장에 의해 탐지된 신호와 패치와 알루미늄 사이의 접합계면 분리에 의한 신호의 구별 가능성을 다변량 자료분석 기법인 주성분분석을 통해 알아보았다. 그 결과 균열성장에 따른 AE신호는 계면분리에 따른 AE신호에 비해 중심주파수가 높고 작은 에너지를 가지는 반면, 계면분리 신호는 균열성장 신호에 비해 상승시간이 길고 중심주파수가 상대적으로 낮으며 비교적 큰 에너지를 가진 것으로 나타났다. 따라서 AE신호의 유형인식 방법은 AE 발생원의 위치표정 결과와 결합할 경우 패치 접합으로 보수된 구조에서의 피로균열 성장거동을 예측하는 방법으로 충분히 활용될 수 있다.

• Structural Engineering and Mechanics
• /
• 제74권5호
• /
• pp.657-670
• /
• 2020

Due to the high compressive and tensile strength of ultra-high performance concrete (UHPC), UHPC used in steel concrete composite structures provided thinner concrete layer compared to ordinary concrete. This leaded to the headed stud shear connectors embedded in UHPC had a low aspect ratio. In order to systematic investigate the effect of headed stud with low aspect ratio on the structural behaviors of steel UHPC composite structure s this paper firstly carried out a test program consisted of twelve push out specimens. The effects of stud height, aspect ratio and reinforcement bars in UHPC on the structural behaviors of headed studs were investigated. The push out test results shows that the increasing of stud height did not obviously influence the structural behaviors of headed studs and the aspect ratio of 2.16 was proved enough to take full advantage of the headed stud strength. Based on the test results, the equation considering the contribution of weld collar was modified to predict the shear strength of headed stud embedded in UHPC. The modified equation could accurately predict the shear strength of headed stud by comparing with the experimental results. On the basis of push out test results, bending tests consisted of three steel UHPC composite slabs were conducted to investigate the effect of shear connection degree on the structural behaviors of composite slabs. The bending test results revealed that the shear connection degree had a significantly influence on the failure modes and ultimate resistance of composite slabs and composite slab with connection degree of 96% in s hear span exhibited a ductile failure accompanied by the tensile yield of steel plate and crushing of UHPC. Finally, analytical model based on the failure mode of composite slabs was proposed to predict the ultimate resistance of steel UHPC composite slabs with different shear connection degrees at the interface.

• Steel and Composite Structures
• /
• 제33권6호
• /
• pp.891-906
• /
• 2019

This study considers the instability behavior of sandwich plates considering magnetorheological (MR) fluid core and piezoelectric reinforced facesheets. As facesheets at the top and bottom of structure have piezoelectric properties they are subjected to 3D electric field therefore they can be used as actuator and sensor, respectively and in order to control the vibration responses and loss factor of the structure a proportional-derivative (PD) controller is applied. Furthermore, Halpin-Tsai model is used to determine the material properties of facesheets which are reinforced by graphene platelets (GPLs). Moreover, because the core has magnetic property, it is exposed to magnetic field. In addition, Kelvin-Voigt theory is applied to calculate the structural damping of the piezoelectric layers. In order to consider environmental forces applied to structure, the visco-Pasternak model is assumed. In order to consider the mechanical behavior of structure, sinusoidal shear deformation theory (SSDT) is assumed and Hamilton's principle according to piezoelasticity theory is employed to calculate motion equations and these equations are solved based on differential cubature method (DCM) to obtain the vibration and modal loss factor of the structure subsequently. The effect of different factors such as GPLs distribution, dimensions of structure, electro-magnetic field, damping of structure, viscoelastic environment and boundary conditions of the structure on the vibration and loss factor of the system are considered. In order to indicate the accuracy of the obtained results, the results are validated with other published work. It is concluded from results that exposing magnetic field to the MR fluid core has positive effect on the behavior of the system.