• 한국농공학회지
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• 제39권3호
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• pp.72-82
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• 1997

In all inelastic deformations time rate effects are always present to some degree. Whether or not their exclusion has a significant influence on the prediction of the material behaviour depends upon several factors. In the study of structural components under static loading conditions at normal temperature it is accepted that time rate effects are generally not important. However metals, especially under high temperatures, exhibit simultaneously the phenomena of creep and viscoplasticity. In this study, elastoplastic and elasto-viscoplastic models include nonlinear geometrical effects were developed and several numerical examples are also included to verify the computer programming work developed here in this work. Comparisons of the calculated results, for the elasto-viscoplastic analysis of an internally pressurised thick cylinder under plane strain condition, have shown that the model yields excellent results. The results obtained from the numerical examples for an elasto-viscoplastic analysis of the Nuclear Reinforced Concrete Containment Structure(NRCCS) subjected to an incrementally applied internal pressure were summarized as follows : 1. The steady state hoop stress distribution along the shell layer of dome and dome wall junction part of NRCCS were linearly behave and the stress in interior surfaces was larger than that in exterior. 2.However in the upper part of the wall of NRCCS the steady state hoop stress in creased linearly from its inner to outer surfaces, being the exact reverse to the previous case of dome/dome-wall junction part. 3.At the lower part of wall of NRCCS, the linear change of steady state hoop stress along its wall layer began to disturb above a certain level of load increase.

• 전산구조공학
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• 제10권4호
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• pp.217-228
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• 1997

p-version 유한요소법에 의한 고정밀해석은 응력특이가 발생하는 선형탄성 문제에 매우 적합한 방법으로 인식되고 있다. 해석 결과의 정확도, 모델링의 단순성, 입력자료에 대한 통용성 및 사용자와 CPU 시간의 절감 등 여러장점이 선형탄성 문제에 적용되어 우수성이 입증되었지만, 탄소성 해석분야는 아직 적용이 이루어지지 않고 있다. 그러므로 본 논문에서는 일-경화재료에 대한 구성방정식을 이용하여 정식화된 증분소성이론과 소성유동법칙에 근거한 재료비선형 p-version 유한요소모델이 제안되었다. 비선형방정식을 풀기 위해 Newton-Raphson법과 초기강성도법 등의 반복법이 모색되었다. 제안된 모델을 이용하여 개구부를 가진 사각형 평판과 내압을 받는 두꺼운 실린더, 그리고 등분포하중을 받는 원판해석 등의 수치실험이 수행되었다. 한편, p-version 모델에 의한 해석결과는 문헌의 이론값과 상용유한요소프로그램인 ADINA의 해석결과와 비교 검증되었다.

• 대한기계학회논문집A
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• 제27권9호
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• pp.1562-1570
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• 2003

The prediction of the inelastic behavior of the structure is an essential part of reliability assessment procedure, because most of the failures are induced by the inelastic deformation, such as creep and plastic deformation. During decades, there has been much progress in understanding of the inelastic behavior of the materials and a lot of inelastic constitutive equations have been developed. The complexity of these constitutive equations generally requires a stable and accurate numerical method. The radial return mapping is one of the most robust integration scheme currently used. Nonlinear kinematic hardening model of Armstrong-Fredrick type has recovery term and the direction of kinematic hardening increment is not parallel to that of plastic strain increment. In this case, The conventional radial return mapping method cannot be applied directly. In this investigation, we expanded the radial return mapping method to consider the nonlinear kinematic hardening model and implemented this integration scheme into ABAQUS by means of UMAT subroutine. The solution of the non-linear system of algebraic equations arising from time discretization with the generalized midpoint rule is determined using Newton method and bisection method. Using dynamic yield condition derived from linearization of flow rule, the integration scheme for elastoplastic and viscoplastic constitutive model was unified. Several numerical examples are considered to demonstrate the efficiency and applicability of the present method.

• Restorative Dentistry and Endodontics
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• 제48권1호
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• pp.7.1-7.10
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• 2023

Objectives: This study aimed to evaluate the surrounding and underlying shades' effect on the color adjustment potential (CAP) of a single-shade composite used in a thin layer. Materials and Methods: Cylinder specimens (1.0 mm thick) were built with the Vittra APS Unique composite, surrounded (dual specimens) or not (simple specimens) by a control composite (shade A1, A2, or A3). Simple specimens were also built only with the control composites. Each specimen's color was measured against white and black backgrounds or the simple control specimens with a spectrophotometer (CIELAB system). The whiteness index for dentistry (WI_D) and translucency parameters (TP₀₀) were calculated for simple specimens. Differences (ΔE₀₀) in color between the simple/dual specimens and the controls were calculated. The CAP was calculated based on the ratios between data from simple and dual specimens. Results: The Vittra APS Unique composite showed higher WID and TP₀₀ values than the controls. The highest values of ΔE₀₀ were observed among simple specimens. The color measurements of Vittra APS Unique (simple or dual) against the control specimens presented the lowest color differences. Only surrounding the single-shade composite with a shaded composite barely impacted the ΔE₀₀. The highest CAP values were obtained using a shaded composite under simple or dual specimens. Conclusions: The CAP of Vittra APS Unique was strongly affected by the underlying shade, while surrounding this composite with a shaded one barely affected its color adjustment.

• Steel and Composite Structures
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• 제52권2호
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• pp.165-182
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• 2024

Grouted sleeve splice (GSS) is an effective type of connection applied in the precast concrete structures as it has the advantages of rapidly assembly and reliable strength. To decrease the weight and cost of vertical rebar connection in precast shear walls, a light-weight sleeve is designed according to the thick-cylinder theory. Mechanical behaviour of the light-weighted GSS is investigated through experimental analysis. Two failure modes, such as rebar fracture failure and rebar pull-out failure, are found. The load-displacement curves exhibit four different stages: elastic stage, yield stage, strengthening stage, and necking stage. The bond strength between the rebar and the grout increases gradually from outer position to inner position of the sleeve, and it reaches the maximum value at the centre of the anchorage length. A finite element model predicting the mechanical properties of the light-weighted GSS is developed based on the Concrete Damage Plasticity (CDP) model and the Brittle Cracking (BC) model. The effect of the rebar anchorage length is significant, while the increase of the thickness of sleeve and the grout strength are not very effective. A model for estimating ultimate load, including factors of inner diameter of sleeves, anchorage length, and rebar diameter, is proposed. The proposed model shows good agreement with various test data.

• Restorative Dentistry and Endodontics
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• 제24권2호
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• pp.310-321
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• 1999

In this in vitro study, confocal laser scanning microscopic morphology of dentin-resin interface and its relationship to shear bond strength were investigated after the exposed dentin surfaces were treated with 3 different kinds of dentin adhesive systems[three-step; Scotchbond Multi-Purpose Plus(SMPP), self-priming bonding resin; Single Bond(SB), self-etching primer; Clearfil Liner Bond 2(LB2)]. 52 extracted human molar teeth without caries and/or restorations. The experimental teeth were randomly divided into three groups of seventeen teeth each. In five teeth of each group, class V cavities(depth: 1.5mm) with 900 cavosurface angles were prepared at the cementoenamel junction on buccal and lingual surfaces. Bonding resins of each dentin adhesive system were mixed with rhodamine B. Primer of SMPP was mixed with fluorescein. In group 1. the exposed dentin was conditioned with etchant, applied with above primer and bonding resin of SMPP. In group 2, with etchant and self-priming bonding agent of SB. In group 3, with self-etching primer and bonding agent of LB2. After treatment with dentin adhesive systems, composite resin were applied and photocured. The experimental teeth were cut longitudinally through the center line of restoration and grounded so that about $90{\mu}m$-thick wafers of buccolingually orientated dentin were obtained. And, $70{\sim}80{\mu}m$-thick wafers sectioned horizontally, thus presenting a dentinal tubules at 900 to the cut surface of a remaining tooth, were obtained. Primer of SMPP mixed with rhodamine B was applied to these wafers. Confocal laser scanning microscopic investigations of these wafers were done within of 24 hours after treatment. To measure shear bond strength, the remaining twelve teeth of each group were grounded horizontally below the dentinoenamel junction, so that no enamel remained. After applying dentin adhesive systems on the dentin surface, composite was applied in the shape of cylinder. The cylinder was 5mm in diameter, and 2mm in thickness. Shear bond strength was measured using Instron with a cross-head speed of 0.5mm/min. It was concluded as follows ; 1. Hybrid layer of SMPP(mean: $4.56{\mu}m$) was thicker than that of any other groups. This value was not statistically significant thicker than that of SB(mean: $3.41{\mu}m$, p>0.05), and significant thicker than that of LB2(mean: $1.56{\mu}m$, p<0.05). There was a statistical difference between SB and LB2(p<0.05). 2. Although there were variations in the length of resin tag even in a sample, and in a group, most samples in SMPP and SB showed resin tags extending above $20{\mu}m$. But samples in LB2 showed resin tags of $10{\mu}m$ at best. 3. Besides primer's infiltration into demineralized peritubular dentin and dentinal tubules, fluorophore of primer was detected in the lateral branches of dentinal tubules. 4. All groups demonstrated statistically significant differences from one another(p<0.05), with shear bond strengths given in descending order as follows: SMPP(18.3MPa), SB(16.0MPa) and LB2(12.4MPa). 5. LB2 having thinnest hybrid layer($1.56{\mu}m$) showed the lowest shear bond strength(12.4MPa).

• 터널과지하공간
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• 제19권6호
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• pp.498-506
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• 2009

복공식 압축공기 저장 터널의 라이닝은 고압의 공기압을 견뎌야 하므로 일반 도로터널 라이닝의 경우와는 다른 접근법에 의해 안정성 해석이 수행될 필요가 있다. 이에 따라 이 연구에서는 원통형 실린더의 탄성해 및 탄소성 해를 기반으로 하여 복공식 압축공기 저장터널에 설치되는 콘크리트 라이닝의 안정성 해석법이 제안되었다. 탄성해석의 경우 라이닝 내측 경계면의 항복개시조건을 라이닝 파괴기준으로 설정하였다. Mohr-Coulomb 항복기준을 적용한 탄소성 해석의 경우 최대 허용 항복 깊이까지 항복영역이 확대되는 조건을 파괴기준으로 설정하였다. 제안된 방법을 이용한 안정성해석 결과 라이닝의 내측 공기압과 배면하중의 상대적 크기가 라이닝의 안정성에 큰 영향을 미치는 것으로 나타났다. 상대적으로 추정이 힘든 배면하중의 정확한 예측이 라이닝 안정성 평가에서 매우 중요한 것으로 나타났다. 이에 따라 배면하중의 크기에 큰 영향을 주는 라이닝 설치시점 선택의 중요성이 강조되었다.

• 한국염색가공학회지
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• 제5권4호
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• pp.29-41
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• 1993

In order to surface Hydrophobilization of Poly(ethylene terephthalate) (PET) fiber samples were treated in the atmosphere of CF$_{4}$ or $C_{2}$F$_{6}$glow discharge. The sample used in this study was PET film which is 75$\mu$m thick made by Teijin, O-Type(Japan). The cleaned samples were placed in plasma reactor made of pyrex glass cylinder, and plasma processing was carried out by glow discharge of CF$_{4}$ or $C_{2}$F$_{6}$ gas, being continuously fed by gas flow and continuously pumped out by a vacuum system. Electric power source for generate plasma state was sustained alternating current(60Hz) and voltage was sustained 600 volt. The duration of plasma treatment varied from 15 to 120 seconds except special case, the monomer gase pressure varied from 0.02 to 0.3 Torr and power range was 10 to 90 watts. The hydrophobic features of changed PET surface were evaluated by contact angle measurement and surface chemical characteristics were analyzed by ESCA. Results can be summerized as follows. 1. The most favorable setting position of substrate was the center area between the two electrodes. 2. $C_{2}$F$_{6}$ discharge current was lower than that of CF$_{4}$ when same voltage was sustained. Treated efficiency between CF$_{4}$ and $C_{2}$F$_{6}$ did not revealed significant differences under same electric power(wattage). 3. When monomer pressure is very low below 0.02 torr, as though substrate is exposed to CF$_{4}$ or $C_{2}$F$_{6}$ plasma, it tend to be hydrophilic through a little of fluorine bond and a great deal of oxidizing reaction. 4. There brought good hydrophobilization when monomer pressure was more 0.1 torr and duration of glow discharge treatment was over 45 seconds. When monomer pressure was too high, discharge current became low. Although prolong the duration, there was no more high hydrophobilization. 5. According to ESCA analysis, there were a little CF bond and a prevailing CF$_{2}$ bond in CF$_{4}$-treated substrate. There were CF$_{3}$, a little CF and a prevailing CF$_{2}$ bond in $C_{2}$F$_{6}$-treated substrate.d substrate.

• 농업과학연구
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• 제9권1호
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• pp.284-302
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• 1982

식량(食糧)으로서 단백질자원(蛋白質資源)의 개발문제(開發問題)는 동남(東南)아시아에 있어서 특(特)히 중요(重要)하며 한국(韓國)에 있어서도 섭취량(攝取量)이 부족(不足)한 현상(現狀)이다. 이 문제(問題)를 개선(改善)하는 방법으로 특(特)히 영양가(營養價)가 높은 동물성(動物性) 단백질(蛋白質)의 증산(增産)을 목적(目的)으로 한국재래산양(韓國在來山羊)의 사육(飼育)에 관(關)해서 연구(硏究)를 행하였다. 이 실험(實驗)은 우선 한국고유(韓國固有)의 재래산양(在來山羊)을 육자원(肉資源)으로 개발(開發)할 가치(價値)가 있는가를 확인(確認)하기 위해서 소형(小型) 제(第)1위법(胃法)으로 탄수화물(炭水化物)과 휘발성지방산(揮發性脂肪酸)의 흡수(吸收)를 실험(實驗)하였고 한편 in vivo법(法)에 의해서 제(第)1위(胃)의 아미노산 흡수(吸收)에 관해서 실험(實驗)을 했다. 이와 같은 실험(實驗) 결과(結果)에서 한국재래산양(韓國在來山羊)의 사육(飼育) 개선(改善)에 관해서 요약(要約)하면 다음과 같다. 1. 소형(小型) 제(第)1위법(胃法)에 의해서 재래산양(在來山羊)의 영양흡수(營養吸收)에 관하여 실험(實驗)한 결과(結果)는 영양소(營養素)를 주입(注入) 한 후 0.5, 1, 2시간(時間)의 간격(間隔)으로 측정(測定)한 V F A의 흡수율(吸收率)이 푸로피온산 70~86%, 초산 74~87%, 낙산 76~89%였다. 유기물(有機物)의 흡수율(吸收率)은 0.5%의 에칠 알콜이 29~89%였으며, 0.1M의 젖산이 12~27% 흡수(吸收)되었다. 2. 제(第)1위내(胃內)에 유리(遊離) L형(型) 아미노산을 투여(投與)하고 그 흡수(吸收)를 측정(測定)한 결과(結果)는 제(第)1위(胃) 정맥(靜脈)의 아미노산 함량(含量)에 있어서 전요(全要)아미노산구(區)에 비하여 메치오닌 결핍구(缺乏區)의 흡수율(吸收率)이 적었고 메치오닌 3배구(倍區)와 요소첨가구(尿素添加區)의 아미노산 흡수율(吸收率)이 높고 특(特)히 메치오닌을 결핍(缺乏)시켜도 점막층(粘膜層)의 함량(含量)에는 변화(變化)가 없었다. 3. 제(第)1위내(胃內)에 근육층(筋肉層)의 아미노산 흡수(吸收)도 점막(粘膜)과 같은 경향(傾向)을 보였으며 메치오닌 결핍(缺乏)에 의한 영향은 없고, 메치오닌을 3배(倍)로 첨가(添加)하면 전요(全要)아미노산구(區)에 비(比)하여 메치오닌과 글루타민의 함량이 147.44배(倍) 이상으로 증가(增加)되며 또 요소첨가구(尿素添加區)는 글루타민, 프롤린, 발린의 흡수율(吸收率)이 증가(增加)되었다. 4. 제(第)1위(胃) 정맥혈장(靜脈血漿) 중의 아미노산 농도(濃度)는 제(第)1위(胃) 점막(粘膜) 중이나 근육(筋肉) 중에서 보다 일반적(一般的)으로 낮으며 메치오닌의 결핍(缺乏)에 의해서 아미노산의 흡수율(吸收率)이 저하(低下)되고 메치오닌 3배구(倍區)나 요소첨가구(尿素添加區)는 아미노산 흡수(吸收)를 증가(增加)시키는 등 아미노산 조성분(組成分)에 따라서 그 흡수상태(吸收狀態)에 변화가 생긴다. 5. 요소첨가구(尿素添加區)는 제(第)1위(胃) 근육층(筋肉層)의 암모니아태질소(態窒素)와 아미노태질소(態窒素) 및 요소(尿素)의 함량(含量)을 증가(增加)시켰다. 재래산양(在來山羊) 제(第)1위(胃)안을 완전(完全)하게 깨끗이 할 수 없으므로 남아있는 세균(細菌)을 조사(調査)하였으며 암모니아태질소(態窒素)의 변화(變化)는 이러한 조건(條件)의 영향을 받았다. 6. 아미노산의 흡수차(吸收差)에 의한 제(第)1위(胃) 조직(組織)의 변화(變化)를 일반(一般) 현미경(顯微鏡)과 형광(螢光) 현미경(顯微鏡)으로 관찰(觀察)한 결과(結果)는 메치오닌 3배구(倍區)에 있어서 점막(粘膜)의 단층엔주상피(單層円柱上皮)와 고유층(固有層)이 약간 엷어졌으며 요소첨가구(尿素添加區)는 두껍게 변화(變化)하였는데 점막하조직(粘膜下組織)이나 근층(筋層)에 있어서는 각(各) 구간(區間)에 큰 차이(差異)가 인정(認定)되지 않았다.