• 한국윤활학회:학술대회논문집
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• 한국윤활학회 1998년도 제27회 춘계학술대회
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• pp.131-138
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• 1998

In this study, a numerical procedure to solve a contact problem has been developed. The procedure takes the advantage of signal processing technique in frequency domain to achieve the shorter computer processing time. The Boussinesq's equation was adopted as the response function. This procedure is applicable to the non-periodic surface profile as well as the periodic one. The validity of this procedure has been established by comparing the numerical results with the exact solutions. The effectiveness of this procedure is lied on the shorter computing time than any other contact analysis algorithm.

• 한국강구조학회 논문집
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• 제11권1호통권38호
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• pp.13-22
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• 1999

본 연구에서는 처짐각법을 개선하여 강박스형교의 뒤틀림 거동을 분석할 수 있는 프로그램을 개발하였다. 박스거더의 뒤틀림 거동을 분석하는 대표적인 방법으로 BEF유사법과 EBEF법이 있으나, 전자는 등단면에 국한되고 경계조건에 따른 적분상수를 계산하기 위해 복잡한 삼각함수를 적용해야 하는 번거로움이 있다. 후자는 격벽의 강성을 무한으로 하여 연속보로 해석하는 근시적인 수치해석 방법이다. 따라서 본 연구에서는 변단면과 격벽의 강성을 해석에 반영할 수 있는 방법을 개발하였다. 몇 가지 예제 해석을 통하여 본 연구에서 개발한 프로그램의 타당성을 검증하였고, 격벽의 강성에 따른 매개변수 연구를 수행하였다.

• 한국응용과학기술학회지
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• 제27권2호
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• pp.188-195
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• 2010

In this study, we experimented that how to synthesis waterborne urethane-acrylic hybrid resin for leather coatings. First of all, We had analyzed data by FT-IR, SEM and TGA for the machanical properties. By TGA analysis polymers showed heat distortion temperature. and by FT-IR measurement we confirmed that synthesis of urethane and acrylic. In the experiment, solvent resistance, polyurethane and acrylic grades 4-5 showed both a high. Tensile strength measured in the waterborne polyurethane > Acrylic emulsion showed strength in the order. Films were obtained by coating the water born resin on leveled surfaces and allowing them to dry at room temperature for 72hrs. After demolding, the films were kept in a desiccator to avoid moisture contant at $25^{\circ}C$ for 45hrs before the measurements. In this result, the mechanical propersies of waterborne polyurethane-acrylic hybrid resin showed that how effect to resin in leather coating between polyurethane content and acrylic content. Therefore, acrylic emulsion had most high solvent resistance glade and waterborne polyurethane had good result in abrasion test and tensile strength.

• 한국농공학회지
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• 제31권2호
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• pp.66-81
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• 1989

The characteristics of resilient modulus(Mr) which dominates the life of pavement and the design of pavement were investigated on the test specimens which were cement treated and non-treated of the three different soil types. The results are summarized as follows : 1. The resilient modulus was decreased by increasing the cyclic deviator stress ($\sigma$d) , especially the resilient modulus was gradually decreased or sometimes increased when the value of ad was greater than 0.75- 1. 0kg/cm$^2$. 2. The resilient modulus was increased by increasing the homogeneous confined stress ($\sigma$do) and such phenomena were distinct on the coarse soils. 3. The resilient modulus was increased by increasing the ratio of confined stress(Kc), and this phenomena were eminent on the coarse soils too, and the higher permanent strain was showed by increasing the value of Kc. 4. In the drained cyclic triaxial compression test, the value of ad, Kc, and (Oho) was introduced by the following interrelated equations which were similar to the Mr model of Cole. Kcn/Mr=K1(J$_2$/ $\tau$oct)K2 ............. (coarse soli) Mcn/Mr=K3($\sigma$dp/ $\tau$f)k4 ...............(fine soils) 5. The stress path was not much affected by the value of Mr, however, moisture content, dry desity, and contant of fines affected the value of Mr. 6. In the soil-cement specimens, the resilient compression strain($\varepsilon$d) was decreased by the increment of the $\sigma$ho, and Mr was decreased by increasing the $\sigma$d 7. In the flexible pavement. the cement treated layer should be designed not to fail by the fatigue before the designed traffic load, and actually the pavement could cover the traffic load to a certain extent under the post-crack phase, therefore farther studies on this phenomena' are required in the design analysis. 8. The finite element computer program (ANALYS) was used for displacement analysis of pavement containing the cement-treated layer, The result showed that the program used for this analysis was proved to be usable.

• 한국조경학회지
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• 제26권2호
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• pp.54-61
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• 1998

The subsurface environment of the root zone area can set the stae for "do or die" of the turfgrass plant. The good condition of the greens is verified by their physical properties. Therefore, this study was carried to evaluate on the existing green of Hwasan C.C. by undisturbed soil Core Anaysis. We completed the ISTRC SYSTEM BenchMarking of the undisturbed core samples taken from Green #1, Green #5, Green #9-"Best" area, and Green #9-"Stressed" area for the Hwasan C.C.. It was also our understanding that the greens were in "good" to "very good" conditioni. THe exception might be Green #9-"Stress" area, which was the stressed area. The stressed area was confined to a ridge across Green #9. The organic content test results comfirmed the development of organic layering in depth 0-2.5cm. For the amount of compaction in the upper root zones and te development of the green's respective organic layers, the infiltration rates were high in Green #1, Green #5, and Green #9 "Stressed" area. The depicted aerificaton hole might be the probable cause of the relatively high infiltraton rate. Green #9-"Best" area had a tested infiltration rate of 18.75cm/hr. Either this area had not been aerified, or the undisturbed sample did not contain a aerification cavity. The water retention capacity of the undisturbed samples was good. When the greens were first constructed, the original root zone mix had been relatively low water retention properties. And the bulk density and the porosity of the undisturbed samples were good. In the result, all the greens were similar except for the infiltration. Thus, we supposed that Green #9-"Stressed" area might be ainly influenced by the amount of irrigation water and the configuration of the green's surface. There had been a reduction in the amount of irrigation water as the water retention capacity in the greens was promoted. Especially, it had gradually become more of a problem as the green had matured in Green #9-"Stressed" area. Because Green #9-"Stressed" area was a ridge area. The reduction in the amount of irrigation water might be the probable cause of the stress in Green #9-"Stressed" area. Our final observation related to the soil texture and the particle size distribution of the sand. Though and sand contant of all the tested greens were good, the gravel content of them exceeded ISTRC Guidelines. In particle size distribution of the sand, the very coarse and the coarse content of all the tested greens exceeded, but the rest was insufficient. The stability is a function of the material retained on the 0.25mm mesh screen. But, the content of all the tested greens was very insufficient. Though all the greens was serviceable, the coarse root zone sands, such as the sand in the tested greens, tended to be "unstable". Thus, we recommend using a topdressing/aerification sand which should be more in line with ISTRC/USGA Guidelines.;unstable". Thus, we recommend using a topdressing/aerification sand which should be more in line with ISTRC/USGA Guidelines.ines.

• 한국환경생태학회지
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• 제30권5호
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• pp.888-895
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• 2016

참몰개(Squalidus chankaensis tsuchigae)의 개체군 생태 특성을 연구하기 위해 2013년 3월부터 11월까지 금강에서 조사하였다. 본 종은 하천 중류에 분포하며 하상구조는 주로 큰 돌과 모래로 이루어져 있었다. 서식지 수심은 30~60 cm이었고 유속은 2.27~4.88 cm/sec 상태를 유지하고 있었다. 암수의 성비는 1 : 0.86 이었고 산란시기는 6~7월로 수온은 $20{\sim}26^{\circ}C$이었다. 만 2년생 이상부터 성적 성숙이 이루어지기 시작했다. 전장이 40~69mm의 집단은 만 1년생, 71~89mm의 집단은 만 2년생, 90mm 이상은 만 3년생으로 추정되었다. 포란수는 평균 2,219개 이었고 성숙란의 직경은 0.64~0.98(평균 $0.85{\pm}0.042$)mm 이었다. 전장과 체중 관계식은 $BW=0.0002TL^{2.81}$로 상수 a는 0.0002을, 매개변수 b는 2.81이었고, 건강도는 평균 1.06 이었다. 먹이생물은 남조류(Cyanophyta), 녹조류(Chlorophyta), 규조류(Bacillariophyta), 갑각류(Crustaceae), 요각류(Copepoda), 선충류(Nematota), 구두동물(Actithocephala), 수서곤충(Aquatic insect)에 속하는 하루살이목(Ephemeroptera), 노린재목(Hemiptera), 파리목(Diptera), 날도래목(Trichoptera), 태형동물(Brtozoa) 피후강(Phylactolaemata)에 속하는 큰빛이끼벌레(Pectinatella) 등 이었다. 식성은 잡식성이었으며 식물성은 부착성이며 사상체를 형성하는 조류(Algae)가 대부분을 차지하였고 동물성은 깔다구(Chironomidae) 유충을 주로 섭식하였다.