• Computers and Concrete
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• 제15권5호
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• pp.795-805
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• 2015

In this study, dynamic modulus of elasticity of self-consolidating rubberized concrete is evaluated by using results of ultrasonic pulse velocity and resonance frequency tests. Additionally, correlation between dynamic modulus of elasticity and compressive strength results is compared. For evaluating the dynamic modulus of elasticity of self-consolidating rubberized concrete, prismatic specimens having $100{\times}100{\times}500$ mm dimensions are prepared. Dynamic modulus of elasticity values obtained by non-destructive measurements techniques are well agreed with those given in the literature.

• 한국농공학회지
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• 제35권4호
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• pp.38-46
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• 1993

This study is to analyze effect of exposure environment and mode of ASR on the engineering properties of synthetic lightweight aggregate concrete, such as dynamic modulus of elasticity and ultrasonic pulse velocity. The results of this study are summarized as foflows ; 1. The expansion rate of each exposure environment in 380$^{\circ}$C and NaCI 4% solution was shown higher than in 20$^{\circ}$C and normal water. The expansion rate of each exposure mode was largely shown in order of fjill immersion, wetting/drying, half immersion. 2. The dynamic modulus of elasticty and ultrasonic pulse velocity of each exposure environment in 38$^{\circ}$C and NaCl 4% solution was shown less than in 20$^{\circ}$C and normal water. The dynamic modulus of elasticity and ultrasonic pulse velocity of each exposure mode was shown smaller in order of full immersion, wetting/drying, half imersion.3. The relation between dynamic modulus of elasticity and ultrasonic pulse velocity was highly significant. The dynamic modulus of elasticity was increased with increase of ultrasonic pulse velocity. The decreasing rate of the dynamic modulus of elasticity was shown 2.1~3.4 times higher than the ultrasonic pulse velocity at each age, exposure environment and mode, respectively. 4. The expansion of each exposure environment and mode was increased with increase of curing age. The dynamic modulus of elasticity and ultrasonic pulse velocity of those concrete was increased with increase of curing age. At the curing age 28 days, the highest properties was showed at each type concrete, it was gradually decreased with increase of curing age. Specially, at the curing age 98 days of full immersion, the rate of expansion of type D was shown 3.95 times higher than the type A. But the dynamic modulus of elasticity and ultrasonic pulse velocity was decreased 17% and 8.3%.

• 대한치과보철학회지
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• 제35권3호
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• pp.458-469
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• 1997

This study was to compare the tensile bond strength and flexibility of four different soft liners(Coe-Soft, Soft Relining, Soft-Liner, Dura Base Soft) before & after thermocycling. Each soft liner was bonded to denture base resin block, and measured the tensile bond strength and modulus of elasticity using Universal testing machine. The mean value of tensile bond strength and modulus of elasticity for each experimental groups were statistically processed by SPSS(Statistical Package of Social Science). The obtained results were as follows : 1. Dura Base Soft had the highest tensile bond strength and Coe-Soft had the lowest tensile bond strength. 2. Coe-Soft had the lowest modulus of elasticity, and Dura Base Soft had the highest modulus of elasticity. 3. Thermocycling had no effects on the tensile bond strength and modulus of elasticity of all the soft liners. 4. The failure modes of Coe-Soft, Soft Relining, Soft Liner were mainly cohesive failure, and that of Dura Base Soft were mainly adhesive failure.

• Journal of the Korean Wood Science and Technology
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• 제12권4호
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• pp.3-10
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• 1984

In hot pressed wood of Pseudotsuga menziesii compressed to 0 - 50 percent at temperature 60 - $180^{\circ}C$, relative humidity conditions affecting dynamic Young's modulus of elasticity and internal friction were investigated. The results obtained are summarized as follows: Moisture absorption of the hot pressed wood decreased with increasing press temperature, but there was no effect on the amount of compression. Thickness swelling dereased with increasing press temperature, and increased with increasing amount of compression. In general, dynamic Young's modulus of elasticity showed a straight line with increasing specific gravity of specimens. Dynamic Young's modulus of elasticity decreased with increasing moisture content, but internal friction increased with increasing amount of moisture content. Dynamic Young's modulus of R specimens pressed in the radial direction showed hight values than T specimens pressed in the tangential direction.

• Journal of the Korean Wood Science and Technology
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• 제42권6호
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• pp.723-731
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• 2014

공진주파수 모드를 이용하는 비파괴 평가기술법을 거대억새 파티클 보드를 페놀수지로 함침한 후 탄화온도별(600, 800, 1000, $1200^{\circ}C$)로 제조한 세라믹에 적용하였다. 동적 탄성계수와 정적 휨 탄성계수는 탄화온도가 증가할수록 증가하였다. 휨 강도에 대한 동적 탄성계수 및 정적 휨 탄성계수는 밀접한 상관관계를 나타내었다. 그러나 휨 강도에 대한 상관관계에서 정적 탄성계수 보다 동적 탄성계수가 더 밀접한 상관관계를 나타내었다. 따라서 공진 주파수 모드를 사용하는 동적 탄성계수측정법으로 소성온도에 따라 제조된 거대억대 파티클보드의 휨 강도를 예측하는 비파괴 평가 방법으로 유용할 것으로 판단된다.

• 구강회복응용과학지
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• 제32권3호
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• pp.169-175
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• 2016

목적: 본 연구의 목적은 수종의 레진계 치아고정 재료의 굴곡강도와 탄성계수를 비교 분석하는 것이다. 연구 재료 및 방법: 레진계 치아고정 재료로 Super-Bond C&B (SB), G-FIX (GF), G-aenial Universal Flo (GU), Filtek Z350 XT (FZ)를 이용하여 각 군당 15개씩 총 60개의 시편을 제작하였다. 3점 굽힘 시험으로 측정된 값에 따라 굴곡강도와 탄성계수를 계산하였다. 실험값은 One-way ANOVA test로 분석하고, Scheffe's test로 사후 검정하였다. 결과: 본 연구의 결과 SB는 다른 재료들과 비교 시 가장 낮은 굴곡강도를 보였으며 GF, GU, FZ는 비슷하게 높은 굴곡강도를 보였다. 탄성계수의 경우 SB가 가장 낮은 값을 보였고 GF는 SB보다는 높지만 GU와 FZ보다는 낮은 탄성계수를 보였으며 GU와 FZ는 유의하게 높은 탄성계수를 보였다. 결론: 동요치 고정을 목적으로 새로 개발된 GU (G-FIX)는 유동성 복합 레진과 수복용 복합 레진과 같이 높은 강도를 보이며 잘 파절되지 않으면서도 상대적으로 유연한 성질을 보여 동요치 고정에 유리할 것으로 사료된다.

• Journal of the Korean Wood Science and Technology
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• 제48권5호
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• pp.696-709
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• 2020

쌀의 도정과정에서 발생되는 농업부산물인 왕겨를 탄화시켜 만든 왕겨숯과 톱밥을 이용하여 수지 첨가율, 톱밥 첨가율별로 보드를 제조하고 수지와 톱밥 첨가율이 동적·정적탄성계수 및 휨강도에 미치는 영향과 동적탄성계수와 정적탄성계수 및 휨강도 사이의 관계를 조사하였다. 왕겨숯-톱밥 혼합보드의 페놀수지 첨가율이 10~25%로 증가할수록 휨성능이 증가하여 수지 첨가율이 휨성능에 크게 영향을 주었다. 톱밥 첨가율이 증가할수록 휨성능도 완만하게 증가하였지만, 톱밥첨가율과 휨강도, 동적 및 정적 휨 탄성계수 사이는 결정계수의 값(R²)은 0.4012, 0.0809, 0.1971로써 다소 낮은 상관관계를 나타내 톱밥 첨가율이 휨성능에 미치는 영향이 미비하였다. 왕겨숯-톱밥 혼합보드의 동적탄성계수와 정적탄성계수 및 휨강도 사이에 높은 상관관계가 확인되어 동적탄성계수로부터 비파괴적으로 정적탄성계수와 휨강도의 예측이 가능한 것으로 확인되었다.

• 콘크리트학회논문집
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• 제14권1호
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• pp.67-75
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• 2002

콘크리트 구조물의 설계 덴 해석에 있어서나 구조물 처짐 제어에 있어서 가장 중요한 재료적 변수는 탄성계수이다. 일반적으로 탄성계수는 실용적 측면에서 측정이 용이한 단위중량과 압축강도만의 함수로써 간략하게 정의되고 있다. 그러나 이러한 회귀식들은 대부분 실험자료에 대한 평균적인 의미이므로 매우 많은 불확실성이 포함되어 있어 지금까지 제시된 많은 규준식 및 실험식들이 다소의 차이가 있다. Fig. 1에서와 같이 이러한 식들은 압축강도와 탄성계수사이의 큰 상관성이 있음을 잘 나타내고 있으나, 동일한 압축강도에서 탄성계수는 크게 분산된 값으로 측정됨을 알 수 있다. 본 연구에서는 고강도 콘크리트 영역에서 탄성계수에 미치는 배합변수들의 영향을 통계적 기법을 이용하여 분석하고 이를 통하여 동일한 압축강도에서 최대의 탄성계수를 얼기 위한 방안을 구명하였다.

• 한국농공학회:학술대회논문집
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• 한국농공학회 2002년도 학술발표회 발표논문집
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• pp.161-164
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• 2002

This study was performed to find out the regression function to calculate the modulus of elasticity of concrete mixed by river coarse aggregate. The distribution of the group of core strength made a normal curve and the effect factor in the modulus of elasticity was 0.97 at the concrete compounded by river coarse aggregate.

• Journal of Biosystems Engineering
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• 제26권2호
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• pp.105-114
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• 2001

Modulus of elasticity, modulus of rigidity, damping ratio, and natural frequency of three varieties of boxthorn (Lycium chinense Mill) (Cheongyang #2, Cheongyang gugija, and Cheongyang native) branches were analyzed. Modulus of elasticity and modulus of elasticity and modulus of rigidity of the boxthorn branch was determined using standard formula after simple beam bending and torsion test, respectively, using an universal testing machine. Damping ratio and natural frequency of branches were determined using a system consisted of an accelerometer, a PC equipped with A/D converter, and a software for data analysis. Relationship between the elastic modulus and branch diameter in overall varieties and branch types showed a good correlation (r -0.81). There was, however, no correlation between torsional rigidity and branch diameter. The internal damping results were highly variable and the overall range of the damping ratio of the boxthorn branch was 0.014-0.087, which indicated that the branch was a lightly damped structure. The natural frequency of the boxthorn branch was in the range of 89-363 rad/s for the overall varieties and branch types. A good correlation (r 0.82) existed between the natural frequency and branch diameter in overall varieties and branch type.