• 대한기계학회논문집
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• 제16권6호
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• pp.1121-1140
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• 1992

본 연구에서는 부착형 칩절단구의 경사면 대신에 원고면으로 형성한 형태 칩 절단구를 고찰하고, 재래형과 비교하여 더 효과적인 칩절단구를 개발 실용화하고자 한 다. 가공법으로서는 연속칩의 처리가 가장 곤란한 선삭을, 공작물로서는 연속칩이 가장 잘 생성되는 SM 20 C의 연강을, 공구재료로서는 P계열의 초경합금을 써서 저속에 서 고속절삭속도까지 시험하였다.

• 한국지반공학회지:지반
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• 제11권1호
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• pp.41-50
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• 1995

자연상태의 점성토는 Ko상태로 존재하며 하중재하시 주웅력방향에 따라 다르게 거동하는 이방적 특성을 갖는다. 그러나 실험실에서 점성토의 강도특성을 파악하기 위하여 실시하고 있는 실험은 실용성과 간편성 때문에 등방압밀 삼축시험이 보편적으로 사용되고 있다. 이 연구에서는 정규압밀점성토의 이방적 특성과 압밀방법에 따른 전단특성을 고찰하기 위하여 토괴의 형태로 채취한 불교란 점성토를 등방압밀 또는 Ko압밀시켜 정규압밀상태에 도달하게 한 후 비배수삼축압축과 신장시험을 실시하였다. 시험결과 주응력방향에 따른 강도의 이방성을 작인하였다. 등방압 밀은 압밀시 시료에 가해지는 Ko상태보다 높은 평균주응력과 흙의 이방적 구조의 파괴때문에 비 배수강도를 과대평가하며 이방성이 감소하고 응력-변형률과 발생 과잉간극수압이 영향을 받음을 알 수 있었으며, 과압밀점성토의 경우 과압밀비를 감소시킨다. 또한 내부마찰각은 신장시험이 압축시험보다 큰 값을 나타내지만 파괴시의 응력상태를 이용하여 회귀분석한 결과에 따르면 신장시 점착력과 함께 나타나는 내부마찰각은 압축시험과 거의 같은 값을 가짐을 알 수 있었다.

• 대한기계학회논문집A
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• 제20권4호
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• pp.1263-1274
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• 1996

In this paper, as elastic-plastic fracture toughness test under mixed mode loading was proposed using a single edge-cracked specimen subjected to bending moment(M), shearing force(F), and twisting moment(T). The J-integral of a crack in the specimen is expressed in the form J=$J_I$+ $J_II$$J_III$, where $J_I$, $J_II$ and $J_III$ are the components of mode I, mode II and mode III deformation, respectively. $J_I$, $J_II$ and $J_III$ can be estimated from M-$\theta$ ($\theta$;crack opening angle), F-U(U; crack shear displacement) and T-$\alpha$ ($\alpha$;crack twisting angle). In order to obtain the the M<-TEX>$\theta$, F-U and T-$\alpha$ diagram inreal time, a new deformaiton gage for mixed mode loading was proposed using the optical position sensing device(PSD). The elastic-plastic fracture toughness test was carried out with an aluminum alloy. The loading apparatus was designed and manufactured for this experiment. For the loading condition of the crack initatio in the mixed mode, the MMT -3(mode I+ mode II+ mode III) has the lowest values out of the all specimens. This implies that MMT-3 is possible of the crackinitation at lower load, if the specimen acts on together with the torque under the same loading condition. An elastic-plastic fracture toughness test using the PSD brings a successful experimentation in measuring the crack deformation(mode I+ mode II+ mode III).

• 농업과학연구
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• 제10권1호
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• pp.129-134
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• 1983

목초(牧草) 수확기(收穫機)의 설계(設計) 및 목초(牧草)의 처리가공(處理加工)의 기초자료(基礎資料)로서 기여(寄與)하고저 6개(個) 종류(種類)의 목초(牧草)-reed canarygrass, alfalfa, red clover, orchardgrass, meadow fescue 및 birdsfoot trefoil-을 공시건초(供試乾草)로 사용(使用)하여 자연건조(自然乾燥)에 따른 함수율변화(含水率變化)와 전단(剪斷) 각변화(角變化)가 전단력(剪斷力) 및 전단(剪斷) energy에 미치는 영향(影響)을 포함(包含)한 목초(牧草)의 전단특성(剪斷特性)을 측정분석(測定分析)한 결과(結果)는 다음과 같다. 1. 건초(牧草)의 linear density는 직경(直徑)의 증가(增加)에 따라 증가(增加)하는 경향(傾向)이었으며 그 증가율(增加率)은 red clover에서 가장 컷다. 2. 전단면적(剪斷面積)의 증가(增加)에 따른 전단력(剪斷力)의 증가율(增加率)은 alfalfa에서 가장 큰 값을 나타냈고 meadow fescue에서 가장 작은 값을 나타냈다. 3. 전단면적(剪斷面積)의 증가(增加)에 따른 전단(剪斷) energy의 증가율(增加率)은 reed canarygrass, red clover 및 alfalfa에서 컷고 birdsfoot trefoil, orchardgrass 및 meadow fescue는 작은 값을 나타냈다. 4. 함수율(含水率)이 전단특성(剪斷特性)에 미치는 영향(影響)은 비교적 컷으며 reed canarygrass 및 red clover는 약 40% 함수율(含水率)에서 전단력(剪斷力) 및 전단(剪斷) energy가 최대치(最大値)를 나타냈으며 반면(反面) meadow fescue 및 orchardgrass는 감소초기(減少初期)인 약 70% 부근(部近)에서 최소치(最小値)를 나타냈다. 5. 전단각(剪斷角)이 $90^{\circ}$에서 $70^{\circ}$, $50^{\circ}$로 감소(減少)할때 전단력(剪斷力)도 감소(減少)하였다.

• 한국분말재료학회지
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• 제21권4호
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• pp.271-276
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• 2014

15Cr-1Mo base oxide dispersion strengthened (ODS) steel which is considered to be as a promising candidate for high- temperature components in nuclear fusion and fission systems because of its excellent high temperature strength, corrosion and radiation resistance was fabricated by using mechanical alloying, hot isostatic pressing and hot rolling. Torsion tests were performed at room temperature, leading to two different shear strain routes in the forward and reverse directions. In this study, microstructure evolution of the ODS steel during simple shearing was investigated. Fine grained microstructure and a cell structure of dislocation with low angle boundaries were characterized with shear strain in the shear deformed region by electron backscattered diffraction (EBSD). Grain refinement with shear strain resulted in an increase in hardness. After the forward-reverse torsion, the hardness value was measured to be higher than that of the forward torsion only with an identical shear strain amount, suggesting that new dislocation cell structures inside the grain were generated, thus resulting in a larger strengthening of the steel.

• 한국해양공학회지
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• 제23권3호
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• pp.20-29
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• 2009

This study investigated the shear strength characteristics of waste tire powder-added lightweight soil (WTLS), which were developed to recycle dredged soil, bottom ash, and waste tires. The WTLS used in this experiment consisted of dredged soil, bottom ash, waste tire powder, and cement. Test specimens were prepared with various contents of waste tire powder ranging from 0% to 100% at 25% intervals and bottom ash contents of 0% or 100% by the weight of the dry dredged soil. In this study several series of direct shear tests were carried out, which indicated that the shear properties of WTLS were strongly influenced by the mixing conditions, such as the waste tire powder content and bottom ash content. The unit weight, as well as the shear strength of the WTLS, decreased with an increase in waste tire powder content. The shear strength of WTLS with bottom ash was 1.34 times greater than that of WTLS without bottom ash. An average increase in cohesion of 30 kPa was obtained in WTLS with the inclusion of bottom ash due to the bond strength induced from the pozzolanic reaction of the bottom ash. In this test, the maximum value of the internal friction angle was obtained with a 25% content of waste tire powder.

• Geomechanics and Engineering
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• 제15권6호
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• pp.1193-1205
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• 2018

A footing located on slopes possess relatively lower bearing capacity as compared to the footing located on the level ground. The bearing capacity further reduces under seismic loading. The adverse effect of slope inclination and seismic loading on bearing capacity can be minimized by proving sufficient setback distance. Though few earlier studies considered setback distance in their analysis, the range of considered setback distance was very narrow. No study has explored the critical setback distance. An attempt has been made in the present study to comprehensively investigate the effect of setback distance on footing under seismic loading conditions. The pseudo-static method has been incorporated to study the influence of seismic loading. The rate of decrease in seismic bearing capacity with slope inclination become more evident with the increase in embedment depth of footing and angle of shearing resistance of soil. The increase in bearing capacity with setback distance relative to level ground reduces with slope inclination, soil density, embedment depth of footing and seismic acceleration. The critical value of setback distance is found to increase with slope inclination, embedment depth of footing and density of soil. The critical setback distance in seismic case is found to be more than those observed in the static case. The failure mechanisms of footing under seismic loading is presented in detail. The statistical analysis was also performed to develop three equations to predict the critical setback distance, seismic bearing capacity factor ($N_{{\gamma}qs}$) and change in seismic bearing capacity (BCR) with slope geometry, footing depth and seismic loading.

• 한국농공학회지
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• 제39권6호
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• pp.99-110
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• 1997

The study was conducted in order to investigate the basic geotechnical properties of sand-bentonite mixtures with the various bentonite contents. The results obtained are as follows : 1. Optimum moisture content of sand-bentonite mixtures was approximately 17.10~18.52% corresponding to the maximum dry density of 1.58~1 .64gf/$cm^3$. As the bentonite contents and curing peroid increased, both the maximum dry density and optimum moisture content of sand-bentonite mixtures increased. 2. The unconfined compressive strength of sand-bentonite mixtures increased as the increase of bentonite content, but it did not change along the curing period. 3. The sand-bentonite mixtures ruptured at 8~15% of the axial strain and the maxi-mum shearing stress was about O.7Okgf/$cm^2$. 4. According to the increase of bentonite content, the cohesion intercept and internal friction of the sand-bentonite mixtures increased slightly in the shear test, while the cohesion intercept increased largely, and the internal friction angle decreased largely in the triaxial test. 5. Both the initial void ratio and swelling of the sand-bentonite mixtures were very low with respect to the consolidation pressure increase. 6. The swelling and shrinkage of sand-bentonite mixtures increased slightly according to the increment of bentonite content.

• 천문학회지
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• 제29권1호
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• pp.9-18
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• 1996

We have analyzed vector magnetograms and $H\beta$ filtergrams of two sunspot groups, one in a growing phase and the other in a decaying phase. In this study, the temporal evolution of their magnetic morphology has been investigated in association with solar activity. The morphological variations of the growing and decaying phase of these sunspots revealed in detail the coalescence of small spots into a large spot and the fragmentation of a large spot into many small spots, respectively. Numerous small flares were detected in the spot group during the decaying phase. This seems to be intimately associated with the shearing motions of many spots with different polarities created by fragmentation of a large sunspot. The magnetic flux and the average shear angle are found to be substantially reduced during the decaying phase, especially in the course of the flarings. This implies that the decaying phase of the sunspot is, to some degree, involved with magnetic field cancellation. The growing spot group has not shown any large activities, but numerous small spots have grown into a typical bipolar sunspot.

• 한국정밀공학회지
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• 제20권12호
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• pp.25-33
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• 2003

A burr has been defined as undesirable projection of material formed as a result of plastic flow from a cutting or shearing operation. It is unavoidable in all kinds of machining operation. As a result, burr makes troubles on manufacturing process due to deburring cost, quality of products and productivity. In this study, the primary interest is about exit burr. The burr formation mechanism in each type of burr is classified. Data bases are developed to predict burr formation result. In the milling operation, we develop an algorithm to analyze the burr formation mechanism by the geometrical analysis on the multi featured workpiece with multi cutting path. The algorithm includes three steps, i. e., the feature identification, the cutting condition identification, and the analysis on exit burr formation. We can predict which portion of workpiece would have the exit burr in advance so that we can manage to find a way to minimize the exit burr formation in an actual cutting. Also, this algorithm can be implemented in a commercial CAM package so that we can simulate the NC code to review the burr formation in advance.