• 한국농공학회논문집
• /
• 제60권2호
• /
• pp.85-93
• /
• 2018

This study investigated the structural behavior and field applicability of sandwich type GFRP arches with polymer mortar in core. As a result, in case of crack loading and failure loading, total strains at crown were the highest; the fracture strain at crown was 0.01690, which is 4.2 times greater than the fracture strain (0.004) of cement concrete. The 3 % deflection load was 17.42 kN, the flexural strength was $163.98{\times}10^{-3}GPa$, and the flexural elastic modulus was 11.884 GPa. From load-deflection relationship up to 3.5 % deflection, 3D analysis results and experimental values were observed to be almost identical. It was considered reasonable to set a deflection rate limit to be 3 % for structural safety purpose. The standard external flexural strength of semicircular arch used in this study was approximately 2.64 times higher than that of hume pipe (2 type standard) and tripled composite pipe. The external pressure strength at fracture was approximately 1.57 times higher than that of hume pipe. It was confirmed that the implementing semicircular arch had mechanically more advantage than the circular pipe. Optimum member thickness was 8~53 mm according to arch radius of 450~1,800 mm and cover depth of 2~10 m. It was found that the larger strength could be obtained even if the thickness of member was smaller than that of concrete structure. In field application study, figures and equations were derived for obtaining applicable cover depth and optimum member thickness according to loading conditions. These would be useful data for design and manufacture of sandwich type semicircular arch.

• 한국농공학회지
• /
• 제39권3호
• /
• pp.72-82
• /
• 1997

In all inelastic deformations time rate effects are always present to some degree. Whether or not their exclusion has a significant influence on the prediction of the material behaviour depends upon several factors. In the study of structural components under static loading conditions at normal temperature it is accepted that time rate effects are generally not important. However metals, especially under high temperatures, exhibit simultaneously the phenomena of creep and viscoplasticity. In this study, elastoplastic and elasto-viscoplastic models include nonlinear geometrical effects were developed and several numerical examples are also included to verify the computer programming work developed here in this work. Comparisons of the calculated results, for the elasto-viscoplastic analysis of an internally pressurised thick cylinder under plane strain condition, have shown that the model yields excellent results. The results obtained from the numerical examples for an elasto-viscoplastic analysis of the Nuclear Reinforced Concrete Containment Structure(NRCCS) subjected to an incrementally applied internal pressure were summarized as follows : 1. The steady state hoop stress distribution along the shell layer of dome and dome wall junction part of NRCCS were linearly behave and the stress in interior surfaces was larger than that in exterior. 2.However in the upper part of the wall of NRCCS the steady state hoop stress in creased linearly from its inner to outer surfaces, being the exact reverse to the previous case of dome/dome-wall junction part. 3.At the lower part of wall of NRCCS, the linear change of steady state hoop stress along its wall layer began to disturb above a certain level of load increase.

• 한국농공학회지
• /
• 제15권3호
• /
• pp.3096-3106
• /
• 1973

As a link in the chain of antidrought measure, our attempt is made to obtain basic informations on the construction of an infiltration gallary which can be supplied with irrigation water by catching of underground water in small river beds, which is economical, permanent and efficient. The experiment was made, concerning the structure of catchment conduits, by constructing a model sand tank $1.5m{\times}5m{\times}1.5m$ in dimension made of reinforced concrete. Various kinds of measuring equipment were attached to the model tank which contains a set of catchment conduits, each of them was made 30cm in diameter and 60cm in length with the ratio of sectional area to total area of influx holes 10:1, 20:1, 30:1. The average size of influx holes was fixed from 0mm to 10mm, 20mm and 30mm in diameter respectively. Obtained results are as follow; (a) In view of the water catchment capacity, manufacturing cost and the antipressure strength of the catchment conduits, it is the best method to decide the total number of influx holes 20 per sq. meter of each tile surface, and the size of influx holes 20mm in diameter, when the conduits have diameter less than 1m. (b) The greatest factor of safety against external load is to arrange the influx holes in a zigzag manner on the tile surface. The most effective formula of arrangement is $S{\geqq}\sqrt{2gd}$ where: s : spacing of opening row. g : spacing of opening line. d : diameter of influs hole.

• 한국농촌건축학회논문집
• /
• 제15권3호
• /
• pp.17-24
• /
• 2013

This study examined and investigated architectural characteristics such as the use of buildings, the number of layers, and structure, and roof landscape characteristics such as roof types, materials, and color in rural villages which were located on the street on the assumption that the landscape of rural villages should be managed by considering visual aspects. The results were as follows. The commonest frequency was found in 'residence'(2/3) for the use of buildings and 'masonry structure'(2/3) for the structure. 'Wood structure' and 'light gauge steel structure(prefabricated structure)' were also commonly found. The results suggest that although many rural houses have partially improved by agricultural and fishery development projects and garden suburbs has been increased by city residents' desire for rural life, there have been still many old houses. Frequently used roof types were a gambrel roof and a hipped roof. Roof materials were mixed in several materials such as tiles, slate, panels, color steel plate, reinforced concrete, and asphalt shingles. Roof color was also mixed in several colors such as reddish N7 and N0.5 of Neutral color, 10R3/6 and 10R3/10 of R color, 7.5B4/10 and 7.5B7/8 of B color and 5G8/6 of G color. The result suggests that roof color impedes the landscape of rural villages on the street. Based on the results, some roofs of rural villages were improved by the support of the government or the local governments but there are still many old roofs. The mixture of improved roofs and old roofs mainly contributed to impeding the landscape of rural villages and it was probably caused by the lack of systematic landscape plans by individual improvement of buildings. Therefore, it is necessary to devise systematic landscape plans in consideration of local identity and neighboring environment. In particular, the guideline for roof color influencing a street landscape should be established.

• 콘크리트학회논문집
• /
• 제16권6호
• /
• pp.741-750
• /
• 2004

경화 후 콘크리트 내부 공극은 간격계수로 특정지어질 수 있으며 이는 동결융해 저항성, 표면박리 저항성 그리고 투수성과 같은 콘크리트의 내구성에 매우 중요한 영향을 주게 된다. ASTM에 규정되어 있는 리니어트래버스방법과 수정포인트카운트 방법은 이러한 콘크리트의 공극 구조를 분석하기 위하여 사용되어져 왔다. 그러나, 이들 방법은 많은 시간과 노력을 필요로 하며 반복측정성 또한 신뢰성이 높지 못한 단점을 가지고 있다. 화상분석방법은 미세현미경, 디지털카메라 그리고 컴퓨터 프로그램을 이용하여 경화 후 콘크리트의 내부 공극 구조에 활용되어 질 수 있는 방법이다. 본 연구의 목적은 화상분석법의 개발과 기존의 ASTM방법에 의한 결과를 비교 분석하여 사용성을 확인하고자 하였다. 이를 위해 공기량과 공극분포, 공극 구조 및 간격계수와 연관성을 분석하였다. 실험적 변수는 공기연행제의 첨가률에 따른 공기량 변화와 시편 깊이에 따른 공극 구조를 비교 분석하였다. 실험결과 화상분석기법을 사용할 경우에도 간격계수의 산출이 가능하였으며 또한, 공기량, 공극 크기분포, 공극 구조 등을 분석할 수 있었다.

• 환경영향평가
• /
• 제8권1호
• /
• pp.141-146
• /
• 1999

This paper proposes the planning and design of the Eco-village centering around Chindo-ri, Muju-kun. The Eco-village project has three basic objects the Eco-village residents' lives adapting to ecological principles such as regeneration and circulation, life agricultural techniques based on organic cycle, and residents' harmonious lives with the surrounding nature. For constructing of the Eco-village, first, the subject area was analyzed in terms of the natural and cultural environment and then, on this analytic ground the concrete concept and the specific plan were set up. The following details also should be considered: the scale of the residential household, the population, the space arrangement of the village, the material cycling structure, the waste treatment, the purification of the sewage, the energy supply, the landscape architecture, the production activity, the conservation of the ecosystem and so on.

• Computers and Concrete
• /
• 제31권5호
• /
• pp.385-394
• /
• 2023

Displacement is an important element for evaluating the stability and failure mechanism of hydraulic structures. Digital image correlation (DIC) is a useful technique to measure a three-dimensional displacement field using two cameras without any contact with test material. The objective of this study is to evaluate the behavior of stacked geotextile tubes using the DIC technique. Geotextile tubes are stacked to build a small-scale temporary dam model to exclude water from a specific area. The horizontal and vertical displacements of four stacked geotextile tubes are monitored using a dual camera system according to the upstream water level. The geotextile tubes are prepared with two different fill materials. For each dam model, the interface layers between upper and lower geotextile tubes are either unreinforced or reinforced with a cementitious binder. The displacement of stacked geotextile tubes is measured to analyze the behavior of geotextile tubes. Experimental results show that as upstream water level increases, horizontal and vertical displacements at each layer of geotextile tubes initially increase with water level, and then remain almost constant until the subsequent water level. The displacement of stacked geotextile tubes depends on the type of fill material and interfacial reinforcement with a cementitious binder. Thus, the proposed DIC technique can be effectively used to evaluate the behavior of a hydraulic structure, which consists of geotextile tubes.

• 한국농공학회지
• /
• 제24권2호
• /
• pp.49-55
• /
• 1982

The purpose of this study is to classify the factors influenced on the damages of head works suffered from the storm flood occurred on July 22 1980 in both Musim and Bochong rivers and to find out an integral counter measures against the causes influenced on the disaster of head works in the engineering aspect of planning, design, construction and maintenance. In this survey, number of samples was taken 25 head Works, and the counter measures against the causes of their disasters summarized was as follows, 1. In the aspect of planning a. As the flood water level after the establishment of head works is more increased than the level before setting of head works owing to having more gentle slope of river bed between the head works than nature slope of river bed. Number of head works should be reduced for the appropriate annexation of them b. In the place where head works is established on the curved point of levee, the destruction of levee becomes severe by the strong deflective current. Therefore the setting of head works on the curved point should be kept off as long as possible and in case of unavoidable circumstances the construction method such as reinforced concrete wall or stone wall filed with concrete and anchored bank revetments should be considered. 2. In the aspect of design a. As scoring phenomena at up stream is serious around the weir Where the concentration of strong current is present in such a place, up stream apron having impermeability should be designed to resist and prevent scoring. b. As the length of apron and protected bed is too short to prevent scoring as down stream bed, the design length should be taken somewhat more than the calculated value, but in the case the calculated length becomes too long to be profitable, a device of water cushion should be considered. c. The structure of protected river bed should be improved to make stone mesh bags fixed to apron and to have vinyl mattress laid on river bed together with the improvement for increasing the stability of stone mesh bags and preventing the sucked sand from the river bed. d. As the shortage of cut-off length, especialy in case of the cutoffs conneting both shore sides of river makes the cause of destruction of embankment and weir body, the culculation of cut-off length should be taken enough length based on seepage length. 3. In the aspect of design and constructions a. The overturing destruction of weir by piping action was based on the jet water through cracks at the construction and expansion joints. therefore the expansion joint should be designed and constructed with the insertion of water proof plate and asphalt filling, and the construction joint, with concaved shape structure and steel reinforcement. b. As the wrong design and construction of the weep holes on apron will cause water piping and weir destruction, the design and construction of filter based on the rule of filter should be kept for weep holes. c. The wrong design and construction of bank revetment caused the severe destruction of levee and weir body resulting from scoring and impulse by strong current and formation of water route behind the revetment. Therefore bank revetment should be designod and constructed with stone wall filled with concrete and anchored, or reinforced concrete wall to prevent the formation of water flow route behind the wall and to resist against the scoring and impulse of strong stream. 4. In the aspect of maintenance When the damaged parts occurred at head works the authorities and farmers concerned should find and mend them as soon as possible with mutual cooperation, and on the other hand public citizen should be guided for good use of public property.

• 디자인학연구
• /
• 제16권1호
• /
• pp.93-102
• /
• 2003

이 논문은 영농환경 개선을 위한 인삼재배사(일명 해가림 시설물) 디자인 표준화를 위한 연구이다. 연구배경의 핵심은 현 WTO 농산물 개방 체제하에서 한국의 세계적 농특산물인 고려인삼의 생산과 품질 가치를 더욱 확고히 하고 인삼 종주국으로서 위상에 걸맞는 현대식 인삼재배 시설을 최초로 도입하기 위한 기초연구를 제안함에 있다. 디자인 개념으로서는, 현재 목재 볏짚 비닐 등 일회성 또는 비표준화된 재료를 사용하므로서 매년 반복 재설치 작업 및 환경오염이 되고 있는 우리나라 인삼경작사의 노동 및 자원 낭비적 요소를 개선하고자 하였다. 구체적 개선 요소로서는 첫째, 양산체제에 의한 형태 및 구조의 표준화. 둘째, 반영구적 재료 표준화를 위한 수지 등 신소재 도입, 위 두 가지 내용을 한국적 이미지를 바탕으로 형상화 하고자 하였다. 디자인 결과로서, 인삼재배사의 기준 단위모델을 디자인하여 재배면적의 크기 형상에 따라 가변적으로 연결 조립하여 사용할 수 있도록 배려하였다.

• 농촌지도와개발
• /
• 제21권1호
• /
• pp.35-82
• /
• 2014

이 연구는 사이버농업기술교육 참여자의 학습특성과 효과를 분석하여, 적절한 지원방안을 제언하고자 수행되었다. 이를 위하여 문헌연구와 인터넷 조사를 통하여 수행되었다. 이 연구를 통하여 밝혀진 결과는 다음과 같다. 사이버농업기술교육을 수강하는 학생들은 50대와 40대의 대졸수준의 도시출신으로 농업분야 전공자가 아닌 사람들이 다수로서, 월 200-300만원미만의 소득을 올리고 있고, 주로 남성이 농사지식, 개인적능력개발, 담당업무처리능력 개발 목적으로 주로 참여하고 있고, 사이버교육이나 농업에 대한 선행학습경험이 약간 부족한 수준이었고, 학습양식은 구체적-순차적형, 두 가지 이상 복합형이 많았다. 사이버 농업기술교육에서 전반적으로 만족도나 학업성취는 우수하고, 내용구성이나 현업적응도는 비교적 적절한 수준이며, 운영지원과 영향력, 학습과정은 보통수준이었다. 한과목이하 이수집단보다 두과목이상 이수집단이 영향력 평가가 긍정적이었고, 수료증과정과 공개과정 모두를 이수한 집단이 공개과정만 이수한 집단보다 만족도가 더 높았다. 이상의 연구결과를 통하여 농촌진흥청 사이버 농업기술과정에 대한 지원방안을 특성화 프로그램으로의 확대, 지원인력의 확대, 온라인과 오프라인 모임공간 제공, 교육생지역의 농업기술센터와의 연계를 통한 blended learning system 도입, 학습자들의 이해를 돕기 위한 용어와 사전 제시, 흥미유발과 지원을 도울 사이버 튜터 및 인터넷 전화 활용을 제안하였다.