• Journal of the Korean Wood Science and Technology
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• 제42권1호
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• pp.58-67
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• 2014

울진산 금강송의 재질특성 조사의 일환으로 기계적 성질을 조사하였다. 종압축강도는 $36.2N/mm^2$로 국산 소나무재와 잣나무재보다 다소 낮은 값을 나타내었다. 수로부터의 거리에 따른 종압축강도는 수에서 60 mm 떨어진 지점에서 최대값을 나타내었다. 휨강도는 $76.5N/mm^2$로 나타났으며, 국산 소나무재와 잣나무재보다 다소 높은 값을 나타내었다. 그리고 수로부터 60 mm 떨어진 지점에서 최대값을 나타내었다. 전단강도는 높은 비중을 나타내었던 수 부근에서 $10.4N/mm^2$로 최대값을 나타내었으며, 80 mm 지점에서 $9.1N/mm^2$로 최소값을 나타내었다. 표면경도는 횡단면이 $43.7N/mm^2$, 방사단면이 $12.0N/mm^2$, 접선단면이 $13.7N/mm^2$으로 나타났다. 이러한 결과는 비슷한 비중을 나타낸 소나무의 표면경도 값과 유사하다. 금강송의 기계적 성질은 비슷한 비중을 가지는 소나무과 수종인 소나무 및 잣나무와 비슷하였다. 그리고 금강송의 기계적 성질은 평균연륜폭보다 비중에 의해 더욱 큰 영향을 받는다는 것을 확인할 수 있었다.

• 콘크리트학회논문집
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• 제18권5호
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• pp.621-630
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• 2006

산업부산물을 활용한 고강도 경량 콘크리트 보의 역학적 거동 구명과 함께 경량 콘크리트 보의 이론식을 바탕으로 합리적인 전단강도식을 제안하였다. 보는 경량 골재를 사용한 고강도 경량 콘크리트 보(L) 8개와 일반 골재를 사용한 고강도콘크리트 보(H) 4개의 실험체를 제작하였다. 그리고 전단스팬비(a/b=1.5, 2.5, 3.5, 4.5), 인장철근비(${\rho}$=0.57, 1.0, 1.59, 2.3%), 콘크리트의 압축강도(35.4, 65.3MPa)를 주요 변수로 설정하여 실험하였다. 이로부터 보에 대한 하중-처짐관계 및 변형률 분포, 파괴성상, 최대내력 등에 대하여 측정하였다. 또한 보의 전단강도식의 제안을 위하여 사인장 균열 강도와 극한전단강도로 세분화하여 기존 제안식과 규준식에 적용시켜 상호 비교 분석을 하였다. $V_{cr}$에 있어서는 a/b=2.5 이상에서는 ACI 규준식과 Zsutty제안식에서 감소하는 결과였지만, Mathey의 제안식에서는 약간의 상승 경향을 보였다. 또한, ${\rho},\;f_c$의 증가에 따라 $V_{cr,\exp}/V_{cr,cal}$은 과대평가의 경향이 나타났다. 한편, $V_{u, \exp}/V_{u,cal}$에서는 통계적인 방법으로 유도된 Zsutty의 제안식이 실험결과와의 일치성에서 좋은 결과를 보였다. 이 식으로부터 유도 수정된 전단강도에 대한 제안식은 $V_{cr},\;V_u$에서 합리적으로 예측할 수 있음을 알 수 있었다. 따라서 본 연구에서 제안된 전단강도 식은 경량 콘크리트의 전단스팬비, 인장철근비, 콘크리트 압축강도의 변화에 따른 전단내력을 합리적으로 평가하는데 유용하게 활용될 수 있을 것으로 사료된다.

• Journal of Welding and Joining
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• 제18권1호
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• pp.52-58
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• 2000

Spot welding, namely a kind of electric resisting welding has been used widely in field of automobile and aircraft industries because of easiness to apply. Specimens used in this study was a mild steel of 1.2mm thickness and the electrode was a Cu-Cr alloy of 6mm diameter. The surface sheared of specimens after testing of tensile shear was observed by SEM(scanning electron microscope) after ultrasonic cleaning for 10min., and microstructures and grain size of all specimens were measured with using of O.M.(Optical microscope). By the means of measurement and observations of tensile shear load, fatigue strength and share surface, the weldability of spot welding was evaluated. When tensile shearing testing, fracture starting point in all specimens was took place at the bond between HAZ(Heat affected zone) and nugget. With increasing in number of layers, fatigue strength was decreased. With increasing in electric current, grain size in the HAZ became more fine.

• Geomechanics and Engineering
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• 제8권1호
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• pp.33-52
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• 2015

Based on the Mohr-Coulomb failure criterion, a gradient-dependent plastic model that considers the strain-softening behavior is presented in this study. Both triaxial shear tests on conventional specimen and precut-specimen, which were obtained from an ancient landslide, are performed to plot the post-peak stress-strain entire-process curves. According to the test results of the soil strength, which reduces from peak to residual strength, the Mohr-Coulomb criterion that considers strain-softening under gradient plastic theory is deduced, where strength reduction depends on the hardening parameter and the Laplacian thereof. The validity of the model is evaluated by the simulation of the results of triaxial shear test, and the computed and measured curves are consistent and independent of the adopted mesh. Finally, a progressive failure of the ancient landslide, which was triggered by slide of the toe, is simulated using this model, and the effects of the strain-softening process on the landslide stability are discussed.

• Journal of Welding and Joining
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• 제34권2호
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• pp.54-58
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• 2016

SPR(Self-Piercing rivet) is mechanical element of joining sheet metal components without the need for pre-punched or pre-drilled holes. Newly designed SPR is developed for high joining strength and shearing strength than semi-tubular rivet. In this study, divided shank of self-piercing rivet were designed for joining DP440 and SILAFONT. Newly designed SPR was simulated by using FEM code DEFORM-3D. In simulations of SPR process, various shape of self-piercing rivet were considered for semi-tubular and newly designed SPR. In other to examine the joinability, joining load and lap-shear load of newly designed SPR were compared with semi-tubular by simulated results and experimental ones.

• Earthquakes and Structures
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• 제11권4호
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• pp.723-740
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• 2016

Reinforced concrete corbels are generally used to transfer loads within a structural system, such as buildings, bridges, and facilities in general. They commonly present low aspect ratio, requiring an accurate model for shear strength prediction in order to promote flexural behavior. The model described here, originally developed for walls, was adapted for corbels. The model is based on a reinforced concrete panel, described by constitutive laws for concrete and steel and applied in a fixed direction. Equilibrium in the orthogonal direction to the shearing force allows for the estimation of the shear stress versus strain response. The original model yielded conservative results with important scatter, thus various modifications were implemented in order to improve strength predictions: 1) recalibration of the strut (crack) direction, capturing the absence of transverse reinforcement and axial load in most corbels, 2) inclusion of main (boundary) reinforcement in the equilibrium equation, capturing its participation in the mechanism, and 3) decrease in aspect ratio by considering the width of the loading plate in the formulation. To analyze the behavior of the theoretical model, a database of 109 specimens available in the literature was collected. The model yielded an average model-to-test shear strength ratio of 0.98 and a coefficient of variation of 0.16, showing also that most test variables are well captured with the model, and providing better results than the original model. The model strength prediction is compared with other models in the literature, resulting in one of the most accurate estimates.

• 한국섬유공학회:학술대회논문집
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• 한국섬유공학회 2002년도 봄 학술발표회 논문집
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• pp.321-324
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• 2002

Recently, organic-inorganic nanocomposites have attracted great interest from researchers since they frequently exhibit unexpected hybrid properties synergistically derived from two components[1]. The addition of highly dispersed inorganic nano-sized fillers permits improvement of certain properties of polymers as compared with conventional particulate composites; increase of modulus and strength, improved barrier properties, increase in solvent and heat resistance, and good optical properties[2]. (omitted)

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1993년도 가을 학술발표회 논문집
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• pp.261-266
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• 1993

This study was performed to evaluate the flexural behavior of polymer concrete sandwich panels which was made of unsaturated polymer resin. Bending tests under 4point loading was conducted for the 8 type of sandwich panel with different core and facing thickness. Results show that Load-Deflection, shearing force- shear strain, moment strength - strain relationships were effected by core and facing thickness.

• 열처리공학회지
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• 제7권4호
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• pp.244-252
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• 1994

The morphological changes of primary solid particles as a fuction of process time on Al-Si alloys during semi-solid state processing with a shear rate of 200s were studied. In hypereutectic Al-15.5wt%Si alloy, it was observed that primary Si crystals are fragmented in the early stage of stirring and morphologies of primary Si crystals change from faceted to spherical during isothermal shearing for 60 minutes. In quaternary Al-12.5wt%Si-2.9wt%Cu-0.7wt%Mg alloy system, it was observed both primary silicon and ${\alpha}$-alumunum particles. Microstructural evolution of primary Si crystals was similar to that of the hypereutectic Al-Si alloy but equiaxed ${\alpha}$-Al dendrites are broken into nearly spherical at the early stage of shearing and later stage of the isothermal shearing ${\alpha}$- Al particles are slightly coarsoned by Ostwald ripening. Mechanical properties of Al-Si-Cu-Mg alloy were compared to those from other processes (squeeze casting and gravity casting). After T6 heat treatment, comparable values of hardness were obtained while slightly lower compressive strength values were observed in rheocast alloy. The elongation, on the other hand, exhibited significant increasement of 15% over gravity cast alloy.

• 복식
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• 제57권2호
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• pp.1-10
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• 2007

This study aims at the improvement of sewing function through understandings of dynamic property about the sewing methods and the thread material selection in knitwear. The tensile strength and shear of KES-FB and the Instron were measured for the analysis of the mechanical properties. The knit cloth was structured In the plain stitch, $1\times1$ rib stitch and $2\times1$ rib stitch with the combination of wool and cotton. With regard to the sewing method, intralooping and interlacing were applied. For thread materials, polyester, cotton, wool and silk were used. Since silk has the lowest extension and similar values regardless of its construction in intralooping, it is available knit apparel with uniform elastic recoverv. It also has small shearing resistance. It can be used in apparel which needs big mobility, but it causes rutting problem. Therefore, it is suitable to use intralooping. When the same sewing yarn and textile are use, it can lower shearing resistance and extension in intralooping, Since wool needs a lot of extension energy and it can be cut, intralooping is more suitable than interlacing in sewing of wool. In interlacing using polyester, extension and shearing resistance are high. Therefore, it is suitable for knit sewing with high massing. Silk is not suitable for interlacing since it can be rut. Even though knit materials are different, the RT values of polyester and cotton are similar in same construction. Therefore, they can be substituted each other considering resilience after sewing.