• 한국지반공학회논문집
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• 제19권6호
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• pp.261-271
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• 2003

본 연구에서는 다단계 하중 Falling Weight Deflectometer를 사용하여 도로기초의 상태를 평가하는 방법을 제시하였다. 응력의존 재료모델을 포함한 동적 유한요소법을 활용하여 가상의 처짐과 응력/변형률 데이터베이스를 구축하였다. 이러한 가상의 데이터베이스를 바탕으로 표면처짐 및 보조기층 또는 노상의 중요한 위치에서 발생하는 응력/변형률과의 관계를 제시하였다. 미국의 LTPP와 노스캐롤라이나 주도로국에서 실시한 FWD 처짐값, 동적관입시험 결과, 그리고 반복하중 탄성계수시험을 활용하여 평가방법을 개발하였다. 특히 본 연구는 FWD 하중크기가 상태평가 방법에 미치는 영향에 대하여 연구의 초점을 맞추었다. 연구결과, 구조적으로 수정된 보조기층 손상지수와 보조기층 곡률지수가 각각 보조기층과 노상토의 강성도 특성을 예측할 수 있는 좋은 인자들로 판단되었다. 66.7kN 또는 그 보다 작은 하중은 예측의 정밀도를 높이는데 부족하였다. 도로기초의 비선형 거동에 대한 연구결과, 다단계 하중으로부터 발생하는 처짐비는 도로기초 재료의 종류와 상태를 판단할 수 있었다.

• Structural Engineering and Mechanics
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• 제81권5호
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• pp.617-631
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• 2022

In this paper the viscoelastic responses of four experimental steel-concrete composite beams subjected to highly variable environmental conditions are investigated by means of a finite element (FE) model. Concrete specimens submitted to stepped stress changes are also evaluated to validate the current formulations. Here, two well-known approaches commonly used to solve the viscoelastic constitutive relationship for concrete are employed. The first approach directly solves the integral-type form of the constitutive equation at the macroscopic level, in which aging is included by updating material properties. The second approach is postulated from a rate-type law based on an age-independent Generalized Kelvin rheological model together with Solidification Theory, using a micromechanical based approach. Thus, conceptually both approaches include concrete hardening in two different manners. The aim of this work is to compare and analyze the numerical prediction in terms of long-term deflections of the studied specimens according to both approaches. To accomplish this goal, the performance of several well-known model codes for concrete creep and shrinkage such as ACI 209, CEB-MC90, CEB-MC99, B3, GL 2000 and FIB-2010 are evaluated by means of statistical bias indicators. It is shown that both approaches with minor differences acceptably match the long-term experimental deflection and are able to capture complex oscillatory responses due to variable temperature and relative humidity. Nevertheless, the use of an age-independent scheme as proposed by Solidification Theory may be computationally more advantageous.

• Journal of the Korean Wood Science and Technology
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• 제34권5호
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• pp.11-18
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• 2006

This study was carried out to evaluate the mechano-sorptive deflection of shear creep of drift pin jointed solid wood. Specimens were the solid wood of Pinus densiflora. The joint was composed with steel plate and drift pin, 85mm in length and 10mm in diameter. The creep tests were conducted under the constant loads in an variable environment. Five different shearing loads were applied parallel to the grain of specimens. The shearing loads applied were 170, 340, 510, 680 and 850 kgf. The stress levels were 10, 20, and 30, 40 and 50% of the bearing strength obtained from the tension-type lateral strength test. The creep tests for specimens were carried out for 10300 hours. A few general conclusions could be drawn from this study: The mechano-sorptive deflection (${\delta}$ ms) is defined as ${\delta}\;ms={\delta}\;t-({\delta}\;c+{\delta}\;sh)-{\delta}\;o$, where ${\delta}$ t is the total deflection, ${\delta}$ c is the pure creep, ${\delta}$ sh is shrinkage-swelling behavior, and ${\delta}$ o is the initial deflection. Changes of relative humidity may cause more severe creep deflection than those of constant humidity, especially during the drying process. The mechano-sorptive behaviors of specimens, except the effects of shrinkage and swelling, gradually increased with increasing time. The deflection is increased in desorption process and recovered in adsorption process. The deflections of drift pin jointed solid wood under different loads showed almost same tendency in all specimens. Although the creep deflection tendencies of each series are very similar, the specimens subjected to a large shearing load exhibit large creep deflections in the desorption process than do those to the small shearing load specimens.

• Structural Engineering and Mechanics
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• 제66권1호
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• pp.15-25
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• 2018

Post-construction subgrade settlement especially differential settlement, has become a key issue in construction and operation of non-ballasted track on high-speed railway soil subgrade, which may also affect the dynamic performance of passing trains. To estimate the effect of differential subgrade settlement on the mechanical behaviors of the vehicle-slab track system, a detailed model considering nonlinear subgrade support and initial track state due to track self-weight is developed. Accordingly, analysis aiming at a typical high-speed vehicle coupled with a deteriorated slab track owing to differential subgrade settlement is carried out, in terms of two aspects: (i) determination of an initial mapping relationship between subgrade settlement and track deflections as well as contact state between track and subgrade based on a semi-analytical method; (ii) simulation of dynamic performance of the coupled system by employing a time integration approach. The investigation indicates that subgrade settlement results in additional track irregularity, and locally, the contact between the concrete track and the soil subgrade is prone to failure. Moreover, wheel-rail interaction is significantly exacerbated by the track degradation and abnormal responses occur as a result of the unsupported areas. Distributions of interlaminar contact forces in track system vary dramatically due to the combined effect of track deterioration and dynamic load. These may not only intensify the dynamic responses of the coupled system, but also have impacts on the long-term behavior of the track components.

• 대한치과보철학회지
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• 제30권4호
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• pp.582-610
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• 1992

The long-term success of any dental implant is dependent upon the optimization of stresses which occur during oral function and parafunction. Especially, it has been suggested that there is an unique set of problems associated with joining an osseointegrated implant and a natural tooth with a fixed partial denture. For this particular case, although many literatures suggest different ways to avoid high stress concentrations on the bone surrounding the implant under static and dynamic loading conditions, but few studies on the biomechanical efficacy of each assertion have been reported. The purpose of this investigation was to evaluate the efficacies of clinically suggested methods on stress distribution under static load and shock absorption under dynamic load, using two dimensional finite element method. In FEM models of osseointegrated implant-natural tooth supported fixed partial dentures, calculations were made on the stresses in surrounding bone and on the deflections of abutments and superstructure, first, to compare the difference in stress distribution effects under static load by the flexure of fastening screw or prosthesis, or intramobile connector, and second, to compare the difference in the shock absorption effects under dynamic load by intramobile connector or occlusal veneering with composite resin. The results of this analysis suggest that : 1. Under static load condition, using an implant design with fastenign screw connecting implant abutment and prosthesis or increasing the flexibility of fastening screw, or increasing the flexibility of prosthesis led to the .increase in height of peak stresses in cortical bone surrounding the implant, and has little effect on stress change in bone around the natural tooth. 2. Under static load condition, intramobile connector caused the substantial decrease in stress concentration in cortical bone surrounding the implant and the slight increase in stress in bone around the natural tooth. 3. Under dynamic load condition, both intramobile connector and composite resin veneering showed shock absorption effect on bone surrounding the implant and composite resin veneering had a greater shock absorption effect than intramobile connector.

• 콘크리트학회논문집
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• 제18권2호
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• pp.275-282
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• 2006

최근 철근 콘크리트 구조물에서 철근의 부식문제를 근본적으로 해결하기 위한 대안으로 섬유강화폴리머(Fiber Reinforced Polymers, FRP)가 주목받고 있다. FRP는 철근에 비해 높은 비강도를 가지며, 무게가 가볍다. 특히 내부식성이 뛰어나 염해와 같은 열악한 환경에 특히 유용하다. 그러나 재료단가가 철근에 비해 높고, 장기거동에 대해 구축되어 있는 정보가 적으며 항복 거동을 보이는 철근과는 달리 취성파괴를 일으키기 때문에 FRP를 토목재료로 사용하려는 노력은 더디게 진행되고 있다. FRP 제작에 사용되는 섬유 중 유리섬유가 가장 경제적이지만 강성이 철근에 비해 대략 1/4 정도 밖에 되지 않아 휨부재에 사용될 경우 과도한 처짐 문제가 발생한다. 이에 본 연구에서는 유리섬유로 제작된 FRP(Glass Fiber Reinforced Polymer, GFRP) 로드(Rod)의 인장특성을 개선하고자 탄소와 유리섬유로 제작된 하이브리드 로드의 인장특성에 관한 연구를 수행하였다. 로드 제작에 사용되는 수지 종류와 배치 방법에 대해 변수를 설정하여 총 40개의 시편을 제작하여 인장실험을 실시하였다. 하이브리드 로드의 인장특성은 섬유가 혼합되지 않은 순수한 유리섬유와 탄소섬유로만 제작된 로드의 인장특성과 비교하였다. 실험 결과에 따르면 로드의 핵은 탄소섬유로, 외피는 유리섬유로 제작된 하이브리드 로드의 인장특성이 가장 우수하였다.