• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 가을 학술발표회 논문집
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• pp.35-40
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• 2001

The exact solution of strength of reinforced concrete RC columns subjected to axial compression combined with biaxial bending needs trial and adjustment procedure to find the depth and inclination of the neutral axis. Thus, approximate methods of analysis and design for biaxial bending are used in practice. Load contour interprets the relation of biaxial bending and equivalent uniaxial bending by u factor which is related to material properties and column shapes. The purpose of this study is to investigate the behavior of high strength RC columns subjected to the combined axial compression and biaxial bending. Fifteen test specimens with dimensions of 200mm$\times$200mm and 4-Dl3 longitudinal steel were examined. The variable of the test is compressive strength of concrete (350, 585, 650kgf/$cm^{2}$), compression load ratio (0.2$P_{o}}$, 0.35$P_{o}}$, 0.5$P_{o}}$), and inclination of loading ($\theta$=0, 22.5, $45^{\circ}$). Test results of coefficient $\alpha$ depending on the compressive strength of concrete are compared with ACI code.

• 한국가구학회지
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• 제10권2호
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• pp.73-78
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• 1999

This paper describes the relationship between the bending strength properties of sloped finger-jointed woods and the acoustic emissions(AEs) generated during the test. Rhus verniciflua pieces were cut in sloped-finger types and glued with three kinds of adhesives(polyvinyl acetate, polyvinyl-acryl acetate and oilic urethane resin). The slope ratios of finger joints were 0, 1.0, 1.5, and 2.0. The AE cumulative event count and cumulative count were measured during the bending test. The results were as follows: The lower the bending strength(load) was, the generation time of AE event count got and the higher the increasing rate of AE event count became in the sloped finger-jointed specimens bonded with polyvinyl acetate, polyvinyl-acryl acetate oilic urethane resin adhesives. Therefore, the slope from load-AE cumulative event count was very steep. The patterns of AE event count and count were very similar. The relationship between the MOR and the AE parameter from load and AE cumulatve event count in the early stage of the sloped finger-jointed specimens bonded with polyvinyl acetate, polyvinyl-acryl and oilic urethane resin adhesives was much greater than that between the MOE and the MOR. Therefore, the AE signals obtained during bending test are useful for estimating the strength of sloped finger-jointed Rhus verniciflua specimens.

• 대한용접접합학회:학술대회논문집
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• 대한용접접합학회 2002년도 Proceedings of the International Welding/Joining Conference-Korea
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• pp.688-693
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• 2002

Adhesive bonding is becoming one of the popular joining techniques in metal industries, since it has some advantages over other techniques such as welding and diffusion bonding, e.g., any dissimilar metals are easily adhesive-bonded together. In this study, the experiments were carried out in order to provide the statistical data with strength evaluation methods: tension, shear and four-point bending tests for thermoplastic epoxy resin based adhesive-bonded metal joints. We should certificate on the probability of the adhesive strength that has the tendency of brittle fracture, the adhesive bonding strength between metals with thermoplastic adhesive has the best probability at four-point bending test. The strength testing method that has higher probability is four-point bending test, shear test and tensile test in order.

• 한국산업융합학회 논문집
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• 제26권6_2호
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• pp.1135-1144
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• 2023

In this paper, bending strength and permeability tests were conducted on concrete permeable blocks manufactured by recycling industrial by-products of oyster shell and blast furnace slag to measure and compare bending strength and permeability coefficient, and present experimental research results. To this end, a total of 54 specimens with a size of 200x200x60mm for surface layer and base layer were manufactured, and bending strength and permeability test were carried ourt accoridng to KS F 4419. Eighteen types of mixing designs were implemented by varying the mixing and replacement rates of oyster shells and blast furnace slag. As a result of the experiment, the higher the mixing ratio of oyster shell, the lower the bending strength and the permeability coefficient. Thereafter, a total of three permeable blocks with dimensions of 200x200x60mm were manufactured and subjected to bending strength and permeability tests according to KS F 4419. As a result of the test, the bending strength satisfies the standard of KS F 4419, and the permeability coefficient is 12 times higher than the standard of KS F 4419. It seems that the proper mixing of oyster shells and blast furnace slag increases the amount of air, and further research on durability and economic feasibility of materials used to manufacture permeable blocks is required.

• 콘크리트학회논문집
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• 제29권4호
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• pp.335-343
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• 2017

본 연구에서는 80 MPa 수준의 압축강도를 갖는 고강도 콘크리트 부재의 휨 강도 특성에 대한 연구를 수행하였다. 실험변수는 SD 400 및 SD 600의 철근 공칭항복강도, 0.98~1.97%의 휨 철근비 및 부재의 전단지간-유효깊이 비(a/d)를 고려하였다. 고강도 콘크리트 보의 하중-처짐 관계, 연성, 휨강도 및 현행 설계코드에 의한 휨강도 예측값을 분석하였다. 고강도 철근의 사용은 부재의 휨강도는 증가시키는 반면에 연성을 감소시킨다. 전단지간-유효깊이 비가 증가함에 따라 연성도는 감소한다. 현행 콘크리트구조기준, Erocode 2 및 도로교설계기준에 의한 휨강도 예측값과 휨강도 측정값을 비교하였다. 고강도 콘크리트 보의 휨강도 예측값은 측정값을 과소평가하고 있으며, 보수적인 설계결과를 나타낸다. 또한, 강도감소계수를 사용하는 콘크리트구조기준에 의한 고강도 콘크리트 보의 휨강도 예측값과 재료계수를 사용하는 Erocode 2 및 도로교설계기준에 의한 휨강도 예측값은 서로 유사하게 나타난다.

• 항공우주시스템공학회지
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• 제14권6호
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• pp.91-99
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• 2020

This study proposes a finite element (FE) model for predicting the bending strength of small gears used in electro-mechanical actuators for aircraft. First, a strain gauge was attached to the tooth root of test gear, and the strain was measured. Subsequently, the FE model was applied to calculate the strain of the test gear, and the modeled strain was compared with the experimental strain. The results confirmed that the FE strain was very close to the experimental strain and the FE model was valid. This FE model was extended to the bending strength analysis of several small gear tooth models. The bending strengths of all the tooth models were almost identical to the ISO theoretical bending strength. Finally, the FE model was validated and the reliability of the modeled bending strength was evaluated through the strain measurement experiment.

• 한국정밀공학회지
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• 제17권5호
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• pp.131-136
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• 2000

This paper is concerned with the surface roughness and the bending strength of ground workpiece in ZrO2 ceramic grinding. Surface roughness was measured with surface tracer and bending strength value was obtained by three-point bending test on machining center using tool dynamometer. Grinding experiments were carried out to examine the effects of grinding conditions including diamond mesh size, table speed, and depth of cut on ground surface roughness. The correlation between surface roughness and bending strength was also inspected. The experimental results indicate that the rougher surface is produced as the mesh size of diamond wheel is reduced and table speed is increased, but surface roughness is not affected by depth of cut. The values of bending strength decrease as the values of Ra, Rmax and Ku increase.

• 한국공작기계학회:학술대회논문집
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• 한국공작기계학회 2000년도 춘계학술대회논문집 - 한국공작기계학회
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• pp.465-470
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• 2000

This paper is concerned with the surface roughness and the bending strength of ground workpiece in ZrO2 ceramic grinding. Surface roughness was measured with surface tracer and bending strength value was obtained by three-point bending test on machining center using tool dynamometer. Grinding experiments were carried out to examine the effects of grinding conditions including diamond mesh size, table speed, and depth of cut on ground surface roughness. The correlation between surface roughness and bending strength was also inspected. The experimental results indicate that the rougher surface was produced as the mesh size of diamond wheel is reduced and table speed is increased, but surface roughness is not affected by depth of cut. The values of bending strength decrease as the values of Ra, Rmax and Ku increase.

• Composites Research
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• 제22권2호
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• pp.24-29
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• 2009

본 연구에서는 알루미늄 허니컴 코어와 카본 면재가 적용된 샌드위치 복합재 구조에 대해 준정적 압입 손상 이후의 잔류 강도 평가에 대한 연구를 수행하였다. 3점 굽힘 시험과 압축 시험을 통해 시편의 강도를 확인하고 시편에 손상을 모사하기 위하여 준정적 압입 손상을 가하였다. 손상된 시편을 손상 전 시편과 동일한 시험을 통해 손상 전의 강도와 비교하였다. 압입 손상 이후 압축 강도와 굽힘 강도는 압입 깊이의 증가에 따라 강도가 감소하였고 손상 단계에 따른 잔류 강도 정도를 확인하였다.

• 대한토목학회논문집
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• 제31권5A호
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• pp.389-397
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• 2011

본 논문에서는 이방향 휨인장강도 시험 시 시험체에 작용하는 등방성 휨인장거동의 구현여부를 실험적으로 증명하기 위해 시험체의 변형률 측정 실험과, 시험체에 등방성 휨인장응력이 작용할 수 있도록 시험법 개선을 위한 연구를 수행하였다. 또한, 개선된 시험법을 적용하여 이방향 휨인장강도와 4점 휨인장강도 시험에 의한 일방향 휨인장강도를 측정하여 비교하였다. 실험 결과, 시험체에 발생하는 등방성 휨인장응력은 시험체의 표면 조건과 뒤틀림 정도에 많은 영향을 받는 것으로 나타났으나, 시험법 개선으로 인해 시험체에 등방성 휨인장응력상태를 확보할 수 있었다. 개선된 이방향 휨인장강도 시험에 의한 이방향 휨인장강도가 일방향 휨인장강도 보다 32% 더 큰 것으로 나타났으며, 분산성은 동일한 것으로 나타났다.