• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1990년도 봄 학술발표회 논문집
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• pp.108-115
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• 1990

This paper contains experimental studies on the flexural cracking behabior of PPC one-way slabs. Three post tensioned bonded PPC slabs with the same prestressing ratio and ultimate moment strength were tested. Based upon test results, this paper also presents the crack width prediction formula PPC slab. According to the crack theory developed mainly in Europe, crack width formula is given as the product of crack spacing and mean steel strain after decompression. Aaaaverage crack spacing formula is composed of many factors mainly such as concrete cover, concrete effective area in tension, sum of reinforcing bars perimeters and mixed reinforcements. In particular, it is very important to specify the bond characteristics of mixed reinforcements, since bond characteristics of PC bars are different from those of non-tensioned deformed bars. For this reason, a reduced bond coefficients for PS bars is employed in this study.

• 한국전산유체공학회지
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• 제6권4호
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• pp.15-25
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• 2001

Numerical prediction of the diffusion controlled transition in a turbine gas pass is important because it can change the local heat transfer rate over a turbine blade as much as three times. In this study, the gas flow over turbine blade is simplified to the flat plate boundary layer, and an adaptive grid scheme redistributing grid points within the computation domain is proposed with a great emphasis on the construction of the grid control function. The function is sensitized to the second invariant of the mean strain tensor, its spatial gradient, and the interaction of pressure gradient and flow deformation. The transition process is assumed to be described with a κ-ε turbulence model. An elliptic solver is employed to integrate governing equations. Numerical results show that the proposed adaptive grid scheme is very effective in obtaining grid independent numerical solution with a very low grid number. It is expected that present scheme is helpful in predicting actual flow within a turbine to improve computation efficiency.

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 1998년도 춘계학술대회논문집
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• pp.231-234
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• 1998

This study presents steady-state finite element analysis of three-dimensional hot extrusion of sections through square dies. The objective of this study is to develop a steady-state finite element method for hot extrusion through square dies, and to provide theoretical basis for the optimal die design and process control in the extrusion technology. In the present work, steady-state assumption is applied to both analyses of deformation and temperature. The analysis of temperature distribution includes heat transfer. Convection like element is adopted for the heat transfer analysis between billet and container, and also billet and die. Distributions of temperature, effective strain rate, velocity and mean stress are discussed to design extrusion die effectively.

• Geomechanics and Engineering
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• 제38권2호
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• pp.157-164
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• 2024

This paper describes the general trends of the stress-strain behavior of Korean weathered soil prior to failure and behavior at failure under triaxial loading. The isotropically consolidated samples were tested in a testing device under monotonic undrained loading. Relative density, effective mean pressure and fine content were the factors varied in the experimental investigation. The test results were analyzed and their behaviors were interpreted within the framework of plasticity constitutive model for a weathered Korean silty sand. Possible physical bases for the proposed forms are discussed. Validation of the applied model using the laboratory results is also given.

• Composites Research
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• 제12권5호
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• pp.87-97
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• 1999

층상복합재료란 이종재료들을 적층하여 계면에서 확산에 의하여 새로운 금속조직을 제어하는 것으로 정의한다. 기계적 성질이 다른 금속이 결합하여 서로의 단점을 보완·개선함으로써 재료의 기계적 성질을 한층 더 향상시킬 뿐만 아니라, 동시에 전기적 성질도 향상시킬 수 있는 재료로 그 종류는 다양하며 용도도 광범위하다. 본 연구에서는 Al/Cu 피복이종복합재료를 직·간적압출하는데 필요한 성형 조건을 도출하기 위하여 유한요소 상용 package인 DEFORM을 이용하여 이종복합재료의 거동해석을 수행하였다. 압출해석에 필요한 물성치를 구하기 위하여 본 연구에서 제조한 재료를 이용하여 압축실험을 수행하였으며, 압출방법, 압출온도, 피복재의 두께 등의 변화에 다른 이종복합재료의 거동을 파악하였다. 또한 해석결과를 바탕으로 이종복합재료의 열간압출실험의 결과와 비교·검토하였다.

• 대한토목학회논문집
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• 제33권5호
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• pp.1765-1775
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• 2013

콘크리트 공시체의 압축강도와 연성성능을 향상시키기 위하여 FRP 와이어의 적용을 실험적으로 연구하였다. 와이어 보강겹수와 콘크리트 압축강도의 변화가 고려된 와이어 보강 공시체의 압축실험을 실시하였다. FRP 와이어 보강 공시체 압축실험에서 측정된 축방향변형률, 원주방향변형률, 체적변형률에 의한 와이어 내부 콘크리트의 손상상태를 분석하여 와이어 보강효과를 평가하였다. FRP 와이어 보강 공시체의 응력-변형률 선도는 두 개의 직선구간과 변환구간으로 구성된 것으로 측정되었으며, 균열이후구간에서 응력상승거동하였다. 와이어 보강 공시체의 균열강도와 최대강도는 와이어 보강겹수에 비례하여 증가하는 것으로 평가되었다. 와이어가 3겹 보강된 35 MPa 공시체의 최대강도는 무보강 공시체의 압축강도보다 286% 높게 측정되었다. FRP 와이어 보강 공시체의 내부 콘크리트 파괴형태는 i) 수직균열 또는 경사균열파괴; ii) 수평균열파괴로 구분되었다. 특히, 수평균열파괴는 와이어에 의한 구속약화로 인하여 갑자기 내부 콘크리트가 팽창하는 부분과 와이어가 아직 내부 콘크리트를 효과적으로 구속하는 부분의 전단효과로 발생하였으며, 수평균열은 공시체의 중앙부를 기준으로 여러 면으로 발생하였으며, 와이어에 의한 구속효과가 우수한 공시체에 발생하였다. FRP 와이어 보강 공시체 압축실험에서 와이어 최대파단변형률에 대한 인장파단변형률의 비가 55-90%로 측정되었으며, 평균 69.5%로 나타났다. 이는 일반 FRP 시트 보강 공시체 실험에서 측정된 시트 파단변형률보다 다소 높은 값으로 FRP 와이어 보강 공법의 우수성을 입증한다.

• 한국의류학회지
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• 제29권8호
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• pp.1176-1187
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• 2005

The purpose of this study was to evaluate the efficiency of cooling vests developed for farm workers harvesting red pepper in summer. The study was performed using the following two steps: 1) Climatic chamber test, 2) Field test. For the chamber test, a work environment was simulated as $33^{\circ}C$ and $65\%$RH, and the thermo-physiological and subjective responses were measured with and without cooling vests. Twelve young males participated as subjects. For the field test, three farmers participated while harvesting red pepper on the form, in summer. The measurements used were same as in the chamber test. Subjects were tested without any cooling vests, as a control. They were tested wearing vests with 2 frozen gel packs (CV2: Cooling area, $308cm^2$), and vests with 4 frozen gel packs (CV4: Sooting area, $616cm^2$). As a result of the chamber test, rectal temperature($T_{re}$) and mean skin temperature( $T_{sk}$) were lower in both CVs than in Control, and this tendency was statistically significant in CV4 (p<.05). Clothing microclimate temperature ($T_{clo}$) and total sweat rate (TSR) were significantly lower when wearing cooling vests (p<.05) Heart rate (HR) was also lower in wearing cooling vests than in Control, and the speed of recovery to the comfort level was faster when the subjects wore cooling vests. In addition, subjects felt 'less hot, less humid, and less uncomfortable' in both CVs than in Control. Field tests showed a similar tendency with the chamber tests. In particular, wearing the cooling vest was effective in restraining the raise of $T_{clo}$ on the back. It can be concluded that the cooling vest was effective in alleviating heat strain and discomfort in both the chamber test and the field test, despite the cooling area of the cooling vest being just $3.4\%$ of the body surface area ($616cm^2$).

• 농업과학연구
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• 제39권1호
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• pp.97-110
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• 2012

This study was carried out for safety evaluation, the practical application and improvement of design method of the agricultural reservoir embankment according to backside extension. Seepage analysis, slope stability analysis and finite element analysis were performed for steady state and transient conditions. Also, the pore water pressure, seepage quantity, safety factor and stress-strain behavior according to high water level and rapid drawdown were compared and analyzed. The pore water pressure at contact region between backside extension and old embankment was kept high after rapid drawdown. Therefore, backside extension is recommended that design method is required to be improved and reinforced more than the others raising embankment. The hydraulic gradients before and after backside extension showed high value at the base of the core, but they showed stable state at the upstream slope and downstream slope. The seepage quantity per 1 day and the leakage per 100 m for the steady state and transient conditions appeared to be safe against the piping. The safety factor of slope stability showed high at the steady state, and transient conditions did not show differences depending on the rapid drawdown. The safety factor was appeared high at the upstream slope before backside extension and downstream slope after extension. The excess pore water pressure for steady state and transient conditions showed negative(-) at the upstream slope, it was small at the downstream slope. The mean effective stress (p') showed high at the base of the core and to be wild distribution after the extension. The displacement after extension showed 0.02-0.06 m in the upstream slope, the maximum shear strain after extension was smaller than that before extension.

• The Journal of Advanced Prosthodontics
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• 제6권2호
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• pp.103-108
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• 2014

PURPOSE. The occlusal splint has been used for many years as an effective treatment of sleep bruxism. Several methods have been used to evaluate efficiency of the occlusal splints. However, the effect of the occlusal splints on occlusal force has not been clarified sufficiently. The purpose of this study was to evaluate the effect of occlusal splints on maximum occlusal force in patients with sleep bruxism and compare two type of splints that are Bruxogard-soft splint and canine protected hard stabilization splint. MATERIALS AND METHODS. Twelve students with sleep bruxism were participated in the present study. All participants used two different occlusal splints during sleep for 6 weeks. Maximum occlusal force was measured with two miniature strain-gage transducers before, 3 and 6 weeks after insertion of occlusal splints. Clinical examination of temporomandibular disorders was performed for all individuals according to the Craniomandibular Index (CMI) before and 6 weeks after the insertion of splints. The changes in mean occlusal force before, 3 and 6 weeks after insertion of both splints were analysed with paired sample t-test. The Wilcoxon test was used for the comparison of the CMI values before and 6 weeks after the insertion of splints. RESULTS. Participants using stabilization splints showed no statistically significant changes in occlusal force before, 3, and 6 weeks after insertion of splint (P>.05) and participants using Bruxogard-soft splint had statistically significant decreased occlusal force 6 weeks after insertion of splint (P<.05). There was statistically significant improvement in the CMI value of the participants in both of the splint groups (P<.05). CONCLUSION. Participants who used Bruxogard-soft splint showed decreases in occlusal force 6 weeks after insertion of splint. The use of both splints led to a significant reduction in the clinical symptoms.

• 대한토목학회논문집
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• 제13권5호
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• pp.255-260
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• 1993

본 연구에서는 실트흙의 거동을 자동화된 삼축시험기를 사용하여 비배수 상태하에서 정적 삼축압축과 인장시험을 수행하여 파괴전과 파괴상태시 체적변형 경향으로 인한 응력 변형률 상태를 점토질흙과 비교 검토하였다. 점토질흙의 거동과 비교하기 위하여 순수 실트인 실리카 분말을 사용하여 성형된 시료를 450 kPa인 유효구속 압력까지 등방압밀시킨 후 압밀하중을 감소시키며 과압밀비(OCR)가 다른 시료를 만들어 전단시험을 하였다. 해석 결과 정규압밀 실트의 비배수 강도는 점토와 달리 전단하에서 체적팽창으로 계속 증가하며 과압밀 실트(OCR>2)에 있어서도 체적변형 경향으로 상당히 다른 거동을 보임을 알 수 있었다.