• Restorative Dentistry and Endodontics
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• 제32권4호
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• pp.343-355
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• 2007

4종의 레진시멘트를 통한 상아질과 간접 레진 수복물 간의 인장결합강도를 열순환 시효처리 여부에 따라 측정하여 비교하고, 주사전자현미경 관찰을 통하여 각 레진시멘트의 접착 내구성을 평가하고자 시행하였다. 48개의 건전한 제3대구치의 상아질 표면을 평탄하게 노출시키고 #320 grit Sic Paper로 연마하였다. 복합레진 블록을 제작하여 #600 grit Sic Paper로 연마한 후에 접착면을 Sandblast로 처리하였다. 각각의 레진시멘트로 제조사 지침에 따라 적용하여 복합레진 블록을 상아질 표면에 접착하였다. 이후 제작된 시편을 열순환시키지 않거나, 1,000회, 5,000회 열순환 시킨 후 ($5^{\circ}C\;-\;55^{\circ}C$) 미세인장결합강도를 측정하였다. 열순환 전 시편의 접착계면 (수직절단면)과 파절된 시편의 상아질 파단면을 전자현미경 관찰하여 다음과 같은 결론을 얻었다. 1. Variolink II의 결합강도는 다른 실험군보다 높은 결합강도를 보여주었으며, 1,000회 열순환 후 유의성 있게 결합강도가 감소되었다 (p < 0.05). 3. Multilink의 결합강도는 열순환에 가장 많은 영향을 받았으며 1,000회 열순환 이후 유의성 있게 감소되었다 (p < 0.05). 3. Panavia F 2.0과 Rely X Unicem의 결합강도는 열순환에 의하여 감소되지 않았다 (p > 0.05). 4. 접착형 레진시멘트는 복합레진형 레진시멘트에 비해서 열처리 전후 모두 낮은 결합강도를 보여주었다. 5. 결합강도가 높은 Vaviolink II와 Multilink에서는 혼합형 파괴양상을 보였고, 결합강도가 낮은 Panavia F 2.0에서는 접착성 파괴 양상을 나타내었다. 이상의 연구 결과를 토대로 적절한 전처리와 접착제를 도포한다면 복합레진형 레진시멘트는 접착형 레진시멘트보다 결합강도와 그 내구성이 우수하다고 할 수 있을 것이다. 접착성 간접 수복물의 초기 결합강도와 내구성은 레진시멘트의 접착과정과 종류, 형태에 의해 영향을 받기 때문에 이들의 적절한 선택과 올바른 사용이 성공적인 수복을 위해 중요하다.

• 한국강구조학회 논문집
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• 제25권6호
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• pp.601-612
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• 2013

본 연구에서는 중간 지진 영역대에서 사용 가능한 TSC 합성보-PSRC 합성기둥 접합부의 내진 상세를 개발하였다. 시공성 향상을 위하여 TSC보의 상하부 플랜지는 조인트를 관통시키지 않고, 웨브만 조인트를 관통하였다. 이에 따라 접합부 공칭강도 평가시 상하부 플랜지의 인장력은 고려하지 않았다. 두 개의 내부 접합부와 한 개의 외부 접합부에 대하여 반복가력 실험을 통하여 내진성능을 검증하였다. 내부 접합부의 실험 변수는 보 춤으로 슬래브 두께를 포함하여 600mm, 700mm이다. 실험결과, 실험체는 KBC 2009로 예측한 접합부의 하중재하능력은 실험결과와 잘 일치하였으며, 변형능력과 에너지 소산에 있어서 중간모멘트 골조 요구조건을 만족하는 우수한 성능을 보여주었다. 3%~4% 층간변위비 이후 보 웨브 강판의 좌굴 및 파단으로 인하여 실험체의 하중 재하능력이 감소하였다. ASCE 합성접합부 설계기준을 수정하여 TSC보-PSRC기둥 접합부의 전단강도를 평가하였다.

• 한국전산구조공학회논문집
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• 제33권4호
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• pp.263-270
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• 2020

본 연구의 대상은 도로 폭이 좁은 시가지에서 굴착공사 시 적용되는 장지간 주형의 연결부이다. 일반적으로 적용되고 있는 연결부에서 상부 플랜지의 단차와 피로균열 등의 문제로 연결부의 신뢰도가 저하된다. 연결부의 결함을 보완하고 안전성을 향상시킨 개선형 연결부를 개발하였다. 유한요소 기반의 상용프로그램(ABAQUS)를 이용하여 개선형 연결부의 거동을 평가하였다. 먼저, 개선형 연결부에 적용되는 고장력 볼트 연결 및 강재와 콘크리트의 합성거동을 구현하기 위한 수치해석 방법을 제안하였다. 비교논문의 실험결과와 수치해석 결과의 비교를 통하여 개선형 연결부를 해석하는데 있어 수치해석 방법의 적합성을 검증하였다. 본 연구에서 제안하는 수치해석 방법을 적용하여 개선형 연결부와 일반형 연결부가 적용된 장지간 주형을 해석하였다. 장지간 주형의 탄소성 거동과 연결부의 응력분포를 수치 해석적으로 비교분석하였다. 개선형 연결부의 도입으로 25%의 압축응력이 감소되며 구조적 성능 개선효과 및 안전성을 확인하였다.

• Restorative Dentistry and Endodontics
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• 제32권4호
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• pp.365-376
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• 2007

본 연구의 목적은 3종의 전체산부식 상아질 접착 시스템에서 적절한 산부식 시간과 접착제의 침투 능력에 대해 규명하고자 하였다. 우식이 없는 54개의 제3대구치의 상아질 표면을 5, 15, 25초 동안 산부식하고 산부식형 접착제 3종 (Scotchbond multipurpose, Single Bond, One Step) 을 도포한 후 복합레진을 충전하였다. 각 시편은 0회 (대조군) 또는 2000회 열순환 ($5^{\circ}C\;-\;55^{\circ}C$) (실험군) 후 미세인장강도를 측정하고 파단면을 관찰하여 다음과 같은 결론을 얻었다. 1. 실험군은 대조군에 비하여 결합강도가 감소하였으며, 특히 25초 산부식한 SM 및 SB군에서는 통계학적 유의차를 나타내었다. 2. 열순환 처리한 SM군과 SB군의 경우, 25초 간 산부식한 군이 5초 간 산부식한 군과 15초 간 산부식한 군에 비해 유의성 있게 낮은 결합강도를 나타냈다 (p < 0.05). 3. OS군의 경우, 산부식 시간 및 열순환 여부에 따른 유의성 있는 차이가 나타나지 않았다 (p > 0.05). 상아질 접착의 내구성은 접착제의 용매와 산부식 시간에 의해 영향을 받으며 특히, ethanol-based adhesive를 사용할 때 과도한 산부식은 유의해야 한다.

• Steel and Composite Structures
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• 제21권2호
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• pp.267-287
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• 2016

The seismic performance of the ordinary steel reinforced concrete (SRC) columns has no significant improvement compared to the reinforced concrete (RC) columns mainly because I, H or core cross-shaped steel cannot provide sufficient confinement for core concrete. Two improved SRC columns by constructing with new-type shaped steel were put forward on this background, and they were named as enlarging cross-shaped steel and diagonal cross-shaped steel for short. The seismic behavior and carrying capacity of new-type SRC columns have been researched theoretically and experimentally, while the shear behavior remains unclear when the new-type columns are joined onto SRC beams. This paper presents an experimental study to investigate the shear capacity of new-type SRC joints. For this purpose, four new-type and one ordinary SRC joints under low reversed cyclic loading were tested, and the failure patterns, load-displacement hysteretic curves, joint shear deformation and steel strain were also observed. The ultimate shear force of joint specimens was calculated according to the beam-end counterforce, and effects of steel shape, load angel and structural measures on shear capacity of joints were analyzed. The test results indicate that: (1) the new-type SRC joints display shear failure pattern and has higher shear capacity than the ordinary one; (2) the oblique specimens have good bearing capacity if designed reasonably; and (3) the two proposed construction measures have little effect on the shear capacity of SRC joints embedded with diagonal cross-shaped steel. Based on the mechanism observed from the test, the formulas for calculating ultimate shear capacity considering the main factors (steel web, stirrup and axial compression ratio) were derived, and the calculated results agreed well with the experimental and simulated data.

• Steel and Composite Structures
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• 제21권2호
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• pp.343-356
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• 2016

As the common cast-in-place construction works fails to meet the enormous construction demand under rapid economic growth, the development of prefabricated structure instead becomes increasingly promising in China. For the prefabricated structure, its load carrying connection joint play a key role in maintaining the structural integrity. Therefore, a novel end plate bolt connecting joint between fully prefabricated pre-stressed concrete beam and high-strength reinforcement-confined concrete column was proposed. Under action of low cycle repeated horizontal loadings, comparative tests are conducted on 6 prefabricated pre-stressed intermediate joint specimens and 1 cast-in-place joint specimen to obtain the specimen failure modes, hysteresis curves, skeleton curves, ductility factor, stiffness degradation and energy dissipation capacity and other seismic indicators, and the seismic characteristics of the new-type prefabricated beam-column connecting joint are determined. The test results show that all the specimens for end plate bolt connecting joint between fully prefabricated pre-stressed concrete beam and high-strength reinforcement-confined concrete column have realized the design objectives of strong column weak beam. The hysteretic curves for specimens are good, indicating desirable ductility and energy dissipation capacity and seismic performances, and the research results provide theoretical basis and technical support for the promotion and application of prefabricated assembly frames in the earthquake zone.

• Steel and Composite Structures
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• 제21권2호
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• pp.289-302
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• 2016

A new kind of partially precast or prefabricated castellated steel reinforced concrete beam, which is abbreviated here as CPSRC beam, was presented and introduced in this paper. This kind of CPSRC beam is composed of a precast outer-part and a cast-in-place inner-part. The precast outer-part is composed of an encased castellated steel shape, reinforcement bars and high performance concrete. The cast-in-place inner-part is made of common strength concrete, and is casted with the floor slabs simultaneously. In order to investigate the shear performance of the CPSRC beam, experiments of six CPSRC T-beam specimens, together with experiments of one cast-in-place SRC control T-beam specimen were conducted. All the specimens were subjected to sagging bending moment (or positive moment). In the tests, the influence of casting different strength of concrete in the cross section on the shear performance of the PPSRC beam was firstly emphasized, and the effect of the shear span-to-depth ratio on that were also especially taken into account too. During the tests, the shear force-deflection curves were recorded, while the strains of concrete, the steel shapes as well as the reinforcement stirrups at the shear zone of the specimens were also measured, and the crack propagation pattern together with the failure pattern was as well observed in detail. Based on the test results, the shear failure mechanism was clearly revealed, and the effect of the concrete strength and shear span-to-depth ratios were investigated. The shear capacity of such kind of CPSRC was furthermore discussed, and the influences of the holes on the steel shape on the shear performance were particularly analyzed.

• 대한치과의사협회지
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• 제58권11호
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• pp.683-689
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• 2020

Dentin surface of non-carious lesion is usually attached with oral biofilm. The biofilm should be removed before application of restorative material, because it may reduce the bond strength of adhesive system. The aim of this study was to evaluate the microtensile bond strength, when the biofilm was removed with brush or bur. Twenty extracted human third molars were sectioned horizontally to obtain dentin surface. Specimen were divided randomly into four group. Biofilm formation was performed in three group, except for Group 1 (negative control). Biofilm was removed as follows: Group 3, using ICB brush; Group 4, using lowspeed round bur #2. Group 2 (positive control) was not removed Biofilm. And in all four groups, the adhesive system (Optibond FL, Kerr) was applied to etched dentin surface, and resin composite was built up in three 1mm increments. After 24 hour storage in distilled water, the teeth were perpendicularly sectioned to obtain beams (1 × 1 mm2). Microtensile bond strength was measured and the data were statistically analyzed using one-way ANOVA and Tukey's post hoc test (p<0.05). Group 4 showed the highest microtensile bond strength (p<0.05), Group 3 showed no significant improvements when compared to Group 1. Group 2 showed lowest microtensile bond strength (p<0.05). When restoring a non-carious cervical lesion, it is essential to remove the biofilm present on the dentin surface. In addition, in the method of removing the biofilm, both the brush removal method and the bur removal method were effective.

• Steel and Composite Structures
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• 제35권5호
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• pp.671-685
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• 2020

This manuscript presents impacts of gradation of material functions and axial load functions on critical buckling loads and mode shapes of functionally graded (FG) thin and thick beams by using higher order shear deformation theory, for the first time. Volume fractions of metal and ceramic materials are assumed to be distributed through a beam thickness by both sigmoid law and symmetric power functions. Ceramic-metal-ceramic (CMC) and metal-ceramic-metal (MCM) symmetric distributions are proposed relative to mid-plane of the beam structure. The axial compressive load is depicted by constant, linear, and parabolic continuous functions through the axial direction. The equilibrium governing equations are derived by using Hamilton's principles. Numerical differential quadrature method (DQM) is developed to discretize the spatial domain and covert the governing variable coefficients differential equations and boundary conditions to system of algebraic equations. Algebraic equations are formed as a generalized matrix eigenvalue problem, that will be solved to get eigenvalues (buckling loads) and eigenvectors (mode shapes). The proposed model is verified with respectable published work. Numerical results depict influences of gradation function, gradation parameter, axial load function, slenderness ratio and boundary conditions on critical buckling loads and mode-shapes of FG beam structure. It is found that gradation types have different effects on the critical buckling. The proposed model can be effective in analysis and design of structure beam element subject to distributed axial compressive load, such as, spacecraft, nuclear structure, and naval structure.

• Advances in concrete construction
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• 제9권3호
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• pp.313-326
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• 2020

Glass fiber-reinforced polymer (GFRP) bars have been introduced as an effective alternative for the conventional steel reinforcement in concrete structures to mitigate the costly consequences of steel corrosion. However, despite the superior performance of these composite materials in terms of corrosion, the effect of replacing steel reinforcement with GFRP on the seismic performance of concrete structures is not fully covered yet. To address some of the key parameters in the seismic behavior of GFRP-reinforced concrete (RC) structures, two full-scale beam-column joints reinforced with GFRP bars and stirrups were constructed and tested under two phases of loading, each simulating a severe ground motion. The objective was to investigate the effect of damage due to earthquakes on the service and ultimate behavior of GFRP-RC moment-resisting frames. The main parameters under investigation were geometrical configuration (interior or exterior beam-column joint) and joint shear stress. The performance of the specimens was measured in terms of lateral load-drift response, energy dissipation, mode of failure and stress distribution. Moreover, the effect of concrete damage due to earthquake loading on the performance of beam-column joints under service loading was investigated and a modified damage index was proposed to quantify the magnitude of damage in GFRP-RC beam-column joints under dynamic loading. Test results indicated that the geometrical configuration significantly affects the level of concrete damage and energy dissipation. Moreover, the level of residual damage in GFRP-RC beam-column joints after undergoing lateral displacements was related to reinforcement ratio of the main beams.