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Mock-Up Test for Connection of New-Old Concrete of Footing (확대기초의 신구 콘크리트 접합 모형실험)

  • Hwang, Chul-Sung;Yoo, Sung-Won
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.6 no.1
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    • pp.66-71
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    • 2018
  • In general, when an existing pier is enlarged and reinforced using a small diameter pile, bonded anchor with deformed reinforcing bars is used to maintain the integrity of the joint. However, in the case of bonded anchors, the performance depends largely on the type of joint material. Nevertheless, unlike mechanical anchors, there is no standard method for designing appropriate design methods and proper performance evaluation. Therefore, in this study, the performance of the anchoring anchor was evaluated by performing a model experiment using the reinforcing bars and anchor reinforcing bars. Experimental results show that the structural performance of the unbonded specimen is the best, and the failure mode is the punching shear failure. The deflection of the end of the member is smaller than that of the unconnected member, The deflection of the connected member is larger than the deflection of the small connected member. As the load increases, the possibility of slippage of the anchor steel or fold connection rebar is high.

Experimental Study on the Resistance of Erosion of the river banks covered with Vegetation-Mat (제방법면 보호용 식생매트의 내침식성에 관한 실험적 연구)

  • Jang, Chang-Lae;Lee, Kyung-Su;Kim, Ji-Hak
    • Proceedings of the Korea Water Resources Association Conference
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    • 2011.05a
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    • pp.346-350
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    • 2011
  • 최근에 경제성장과 도시화로 인하여, 하천의 복원사업이 활발하게 진행되고 있다. 특히, 하천복원 사업은 생태계 및 경관의 기능이 강조되고 있으며, 사회적으로 이에 대한 요구가 매우 높아지고 있다. 하천복원 사업을 추진함에 있어서 하천의 제방 법면의 처리에 대하여 많은 시도가 진행되고 있다. 특히, 식생매트는 안정적이면서 자연재료를 활용하여 생태계의 다양성과 녹색 경관을 형성할 수 있어서 많이 도입되고 있다. 그러나 이에 대한 홍수의 안정성 검토가 거의 이루어지지 못하고 있다. 따라서 본 연구에서는 식생매트에 대하여 실외실험을 통하여 홍수에 대한 안정성 및 내침식성 특성을 파악하였다. 식생매트의 표면에 있는 돌기는 유수 중에 부력에 의해 위로 상승하며 수중에서 식생의 역할을 하게 되며, 유수의 직접적인 영향을 저감시키는데 매우 중요한 역할을 하게 된다. 따라서 흐름에 대한 식생매트의 법면보호 효과를 증대시키기 위해서는 법면과 식생매트의 부착을 크게 하고, 식생매트를 부착시키는 앵커의 수중 노출을 최대한 저감하며, 유수 중에 앵커의 식생매트의 부력에 대한 지지력을 증가시키는 것이 중요하다. 또한 식생매트와 식생매트의 접합부에 유수 중에서 흐름의 집중이 발생하지 않도록 시공이 필요할 것으로 사료된다. 연구의 실험 결과는 복강첩이(福岡捷二)등(1987)이 제시한 식생의 활착에 의해 뿌리의 깊이에 대한 내침식성 특성과 비교하였다. 부직포가 2겹일 경우에 식생매트의 내침식성 강도는 복강첩이(福岡捷二)등(1987)에 의하여 제시된 식생뿌리 깊이가 10 cm 인 경우보다 약간 작으나, 부직포가 3겹일 경우에는 경우에는 복강첩이(福岡捷二)등(1987)에 의하여 제시된 식생뿌리 깊이가 10 cm 인 경우와 잘 일치하는 것을 보여주고 있다. 또한 부직포가 4겹일 경우에는 식생매트의 내침식성 강도는 복강첩이(福岡捷二)등(1987)에 의하여 제시된 식생뿌리 깊이가 10 cm 인 경우보다 큰 것을 보여주고 있다. 또한 평균 침식깊이는 부직포가 2겹일 경우에 평균 3.8 cm이며, 부직포가 3겹일 경우에 평균 3.4 cm 이었다. 부직포가 4겹일 경우에는 평균 침식깊이는 3.0 cm 이었다.

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Disease Progress of Gray Blight on Tea Plant and Selection of a Biocontrol Agent from Phylloplanes of the Plant (차나무 겹둥근무늬병의 발생소장 및 엽권 길항미생물 선발)

  • Oh Soon-Ok;Kim Gyoung Hee;Lim Kwang-Mi;Hur Jae-Seoun;Koh Young Jin
    • Research in Plant Disease
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    • v.11 no.2
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    • pp.162-166
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    • 2005
  • Disease progress of gray blight of tea (Camellia sinensis O. Kuntze) cv. Yabukita was investigated during the growing season of 2004 at Boseong Tea Experiment Station, Jeonnam Agriculture Research and Extension Service, Boseong, Jeonnam. The disease began to occur from late June and peaked in late July. Antagonistic bacteria against Pestalotiopsis longiseta, the causal pathogen of causing gray blight of tea plants were isolated from phylloplanes of tea plants. An isolate BD0310 which showed the strongest antifungal activity against the pathogen but nonpathogenic to tea plants was selected as a biocontrol agent for the gray blight. The isolate was identified as Bacillus subtilis based on its cultural, morphological, and biochemical characterization and 16S rDNA sequence analysis.

Experimental Study on Connectability of Half-Depth Precast Deck Panels with Loop Joint (루프이음을 갖는 반단면 프리캐스트 바닥판 이음부 성능에 대한 실험적 연구)

  • Chung, Chul Hun;Sung, Yeol Eun;Hyun, Byung Hak;Park, Se Jin
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.28 no.4A
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    • pp.581-590
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    • 2008
  • The panels are used as a composite part of the completed deck. They replace the main bottom transverse deck reinforcement and also serve as a form surface for the cast-in-place concrete upper layer that contains the top of deck reinforcement. In this paper, three types of the detail for joints was selected and their structural performance in terms of strength and crack contral was investigated through static tests on composite beams. Form the results, the validity of loop joints for continuity of half-depth precast deck was observed and especially an overlapping length of loop joint and transverse reinforcement were checked. The results suggest that increasing the loop overlapping length increases the flexural strength of half-depth precast deck with loop joints. In terms of crack contral, the loop joint with transverse reinforcement showed better performance.

Effect of Film Layers and Storing Period on the Fermentation Quality of Whole Crop Barley Silage (청보리 사일리지의 비닐겹수 및 저장기간에 따른 발효품질)

  • Song, Tae-Hwa;Park, Tae-Il;Park, Hyong-Ho;Yoon, Chang;Kim, Yang-Kil;Park, Jong-Chul;Kang, Chon-Sik;Son, Jae-Han;Kim, Kyong-Ho;Cheong, Young-Keun;Oh, Young-Jin
    • Journal of The Korean Society of Grassland and Forage Science
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    • v.35 no.1
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    • pp.6-11
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    • 2015
  • This study was undertaken to characterize feed value and silage quality according to storage period and film layers for whole-crop barley silage. The crude protein (CP) content increased in all silage during the storage periods compared to those before silage, this content slightly increased over the prolonged storage period but it was not significant (p>0.05). Depending on the film layers of silage, 6 layers were higher than 4 layers. The neutral detergent fiber (NDF) and acid detergent fiber (ADF) contents also increased in all silage during storage periods compared to those before silage (P<0.05), but they were maintained at similar levels during the storage period. Depending on the film layers of silage, 6 layers were higher than 4 layers. The total digestible nutrients (TDN) content decreased in all silage during the storage periods. However, it was maintained at a similar level for the duration of each storage period. Depending on the film layers of silage, 6 layers were lower than 4 layers. The pH value was decreased during the prolonged storage period and depending on the film layers, 6 layers were lower than 4 layers. In the organic acid contents during the prolonged storage period, lactic acid increased, acetic acid was lower, and butyric acid was significantly higher (p<0.05). Depending on the film layers, 6 layers showed higher levels of lactic acid and lower levels of butyric acid (p<0.05). Therefore, these results showed that 6 layer wrapping was advantageous for long term storage of whole crop barley silage, while also indicating that it is desirable to use 4 layer wrapping within a six month period.

프랑스어 제과백과-나뭇잎처럼 한 겹 한 겹 쌓아올린 반죽 Feuilletage 푀이타주

  • Kim, Jin-Mi
    • 베이커리
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    • no.6 s.455
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    • pp.134-134
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    • 2006
  • 층층이 쌓인 고소한 버터향이 가득한 퍼프 페이스트리를 프랑스어로 파트 푀이테라고 한다. 파티시에의 정성이 한겹 한겨 쌓여있는 파이 '밀푀유'는 드라마 '삼순이'로 우리에게 친숙해진 과자로 밀푀유를 만드는 반죽을 '파트 푀이테'라고 부른다. 이번호 프랑스어 제과백과에서는 자주 듣는 밀푀유, 푀이타주, 파트 푀이테에 관한 프랑스어를 소개한다.

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Bond and Flexural Behavior of RC Beams Strengthened Using Ductile PET (고연성 PET 섬유로 보강된 철근콘크리트 보의 부착 및 휨 거동)

  • Park, Hye-Sun;Kim, So-Young;Lim, Myung-Kwan;Choi, Donguk
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.20 no.6
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    • pp.30-39
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    • 2016
  • An experimental study was performed to investigate flexural performance and bond characteristics of RC beams strengthened using ductile polyethylene terephthalate(PET) with low elastic modulus. Bond tests were planned and completed following CSA S806. Test variables were fiber type and fiber amount. Also, total of 8 RC beams was tested. Major test variables of the beam tests included section ductility(${\mu}=3.4$, 7.0), fiber type(CF, GF, PET) and amount of fiber strengthening. Moment-curvature analyses of the beam sections were also performed. In bond tests, the bond stress distribution as well as the maximum bond stress increased with increasing amount of PET. In case of 10 layers of PET, the effective bond length was 60 mm with the maximum and the average bond stress of 2.33 and 2.10 MPa, respectively. RC beam test results revealed that the moment capacity of the RC beams strengthened using PET 10 and 20 layers increased over the control beam with little reduction in ductility by fiber strengthening. All beams strengthened using PET resulted in ductile flexural failure without any sign of fiber debonding or fiber rupture. It was important to include the mechanical properties of adhesive in the moment-curvature analysis of PET-strengthened beam sections.

Effect of Number of Film Layers and Storage Duration and on the Fermentation Quality of Whole Crop Oat Silage (귀리 사일리지의 비닐겹수 및 저장기간에 따른 발효품질)

  • Song, Tae-Hwa;Park, Jong-Ho;Yoon, Chang;Kang, Chon-Sik;Son, Jae-Han;Yoon, Young-mi;Kim, Yang-Kil;Cheong, Young-Keun;Park, Tae-Il
    • Journal of The Korean Society of Grassland and Forage Science
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    • v.38 no.1
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    • pp.1-6
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    • 2018
  • This study was conducted to investigate the feed value and silage quality according to storage period and film layers in whole crop oat silage. The crude protein content was increased in all silage during the storage periods compared to those before silage, under prolonged storage period slightly and the number of film layers of silage, six layer were higher than four layers, but no significant. NDF and ADF contents were also increased in all silage of storage duration compared to those before silage, but they was similar level between storage duration and number of film layers. TDN content was decreased of the storage duration. However, it was similar under the storage duration and the number of film layers. The pH value was decreased during prolonged storage period and six layers was lower than four layers depending on the film layers. In the organic acid contents, lactic acid and acetic acid were increased under the prolonged storage duration, and butyric acid was higher significantly(p<0.05), six layers of the film were showed higher lactic acid and lower butyric acid(p<0.05). Therefore, oat silage should be used within 6 months it was when treated with 4 layers, if considering the long-term storage, it is desirable to treat it with 6 layers or more.

Evaluation of Shear Deformation Energy and Fatigue Performance of Single-layer and Multi-layer Metal Bellows (단층 및 다층 금속 벨로우즈의 전단 변형 에너지 및 피로성능 평가)

  • Kyeong-Seok Lee;Jin-Seok Yu;Young-Soo Jeong
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.28 no.1
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    • pp.39-45
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    • 2024
  • Seismic safety of expansion joints for piping systems has been underscored by water pipe ruptures and leaks resulting from the Gyeongju and Pohang earthquakes. Metal bellows in piping systems are applied to prevent damage from earthquakes and road subsidence in soft ground. Designed with a series of corrugated segments called convolutions, metal bellows exhibit flexibility to accommodate displacements. Several studies have examined variations in convolution shapes and layers based on the intended performance to be evaluated. Nonetheless, the research on the seismic performance of complex bellows having multiple corrugation heights is limited. In this study, monotonic loading tests, cyclic loading tests, and fatigue tests were conducted to evaluate the shear performance in seismic conditions, of metal bellows with variable convolution heights. Single- and triple-layer bellows were considered for the experimentation. The results reveal that triple-layer bellows exhibit larger maximum deformation and fatigue life than single-layer bellows. However, the high stiffness of triple-layer bellows in resisting internal pressure poses certain disadvantages. The convolutions are less flexible at lower displacements and experience leakage at a rate related to the variable height of the convolutions in certain conditions. At lower deformation rates, the fatigue life is rated higher as the number of layers increase. It converges to a similar fatigue life at higher deformation rates.

Effects of Corrosion Behavior on Failure of Co-Cured Single Lap Joints Subjected to Cyclic Tensile Loads (피로하중이 가해지는 외면겹치기 동시경화조인트의 파괴에 미치는 부식의 영향)

  • Shin, Kum-Cheol
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.34 no.3
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    • pp.315-321
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    • 2010
  • Co-cured single lap joints under cyclic tensile loads fail initially at the tip of the interface corner between the two adherents. The failure mechanism is complex because it is related to corrosion fatigue. Corrosion behavior at the interface affects the failure of the joints because corrosion deteriorates fatigue resistance. In this study, we clarified the cause of interfacial corrosion in co-cured single lap joints under cyclic tensile loads. The failure mechanism was also analyzed by observing the failed surfaces of specimens and the stress distribution along the interface. The surface roughness at the interface and the stacking sequence of the composite adherent were examined to investigate their effects on failure of the joint.