• 제목/요약/키워드: bending resistance

검색결과 691건 처리시간 0.029초

적층구성 및 곡률 변화에 따른 CFRP 적층쉘의 관통특성 (The Penetration Characteristics of CFRP Laminated Shells on the Change of Stacking Sequences and Curvatures)

  • 조영재;김영남;양인영
    • 한국자동차공학회논문집
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    • 제14권1호
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    • pp.79-85
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    • 2006
  • CFRP(Carbon Fiber Reinforced Plastics) of the advanced composite materials as structural materials for vehicle, has a wide application in light-weigh structural materials of airplanes, ships and automobiles because of high strength and stiffness, However, there is a design variable to be considered in practical application of the laminate composite materials, these materials are vulnerable to transverse impact. This paper is to study the effects of stacking sequence and curvature on the penetration characteristics of composite laminate shell. They are stacked to $[0_3/90_3]S,\;[90_3/0_3]s\;and\;[0_2/90_3/0]s,\;[90_2/0_3/90]s$ and their interlaminar number two and four. They are manufactured to various curvature radius (R=100, 150, 200mm and $\infty$), When the specimen is subjected to transverse impact by a steel ball, the velocity of the steel ball was measured both before and after impact by determing the time for it to pass two ballistics-screen sensors located a known distance apart. The critical penetration energy of specimen A and B with less interfaces were a little higher than those of C and D. As the curvature increases, the critical penetration energy increases linearly because the resistance to the in-plane deformation as well as bending deformation increases, which need higher critical penetration energy. The specimen A and C have higher critical penetration energy than B and D because of different stacking sequences. We examined crack length through a penetration test. For the specimen A with 2interfaces, the longest circumferential direction crack length were observed on the first interface from the impact point. For the specimen B 4-interface, the longest circumferential direction crack length were observed on the second interface from the impact point.

알킬이미다졸린과 지방산 카르바미드를 이용한 내구성 유연제의 제조에 관한 연구 (Studies on the Preparation of Durable Softners using Alkyl Imidazoline and Fatty Carbamide)

  • 정충호;박홍수;김영근
    • 공업화학
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    • 제4권1호
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    • pp.54-63
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    • 1993
  • Dodecanoic acid와 tetraethylenepentamine을 반응시켜서 1, 2-disubstituted imidazoline을 얻었고, 이것을 양이온화시켜 유화형 1, 2-disubstituted imidazolinium salt를 합성하였다. 또한 docosanoic acid와 hydroxyethylethylenediamine을 반응시켜 중간생성물인 2-docosamido-2'-docosanoyloxydiethylamine을 얻었고, 다시 우레아와 반응시켜서 지방산 카르바미드를 얻었다. 이것을 역시 양이온화시켜 유화형 지방산카르바미드염을 합성하였다. 합성된 각종 염들을 블렌딩시켜 유연제를 제조한 후, 아크릴섬유에 유연처리를 하여 유연성, 평활성 및 대전방지성을 측정한 결과, 유연성과 평활성이 양호하였고 약간의 대전방지성도 보유하였다. 또한 강연도시험과 pH변화에 따른 촉감의 내세탁성 시험결과를 통하여 제조된 유연제가 내구성 유연제임을 입증하였으며, SEM으로 유연처리된 아크릴섬유의 표면구조를 관찰하였다.

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화학약품용액에 침지한 FRP 부재의 강도 변화에 대한 연구 (A Study on the Change of Strength of FRP Member Immersed in Chemical Solution)

  • 김호선;김우종;장화섭;곽계환
    • 한국구조물진단유지관리공학회 논문집
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    • 제14권6호
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    • pp.117-123
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    • 2010
  • 일반적으로 고내구성 재료로 알려져 있는 FRP 재료가 유해한 환경요소에 노출될 경우 가수분해와 같은 화학적 반응으로 인하여 재료적 열화와 재료의 성질이 감소될 수 있다. 따라서, FRP 재료를 건설 주부재로 사용하기 위해서는 사용 환경에 따른 역학적 특성을 정확하게 파악하는 것이 중요하다. 이에 본 연구에서는 화학약품에 의한 급성 또는 만성적인 극심한 변화들을 가상적인 시뮬레이션을 실시하고자 강산과 강알칼리화합물 용액에 FRP 부재를 일정기간 보관한 후 압축강도, 인장강도, 전단강도 그리고 휨강도 실험을 실시하여 화학약품의 종류 및 보관일수에 따른 강도 변화를 분석하였다. 결론적으로 본 연구를 통하여 FRP 부재의 우수한 내화학약품성을 확인할 수 있었다.

꺾임이 발생한 연직배수재의 내부 막힘현상 (Effect of the Internal Clogging on the Kink Zone of PBD)

  • 김래현;홍성진;김재정;최영민;이우진
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2009년도 춘계 학술발표회
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    • pp.729-736
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    • 2009
  • Several well resistance effects induced by bending, confining stress, temperature, bubbles, and apparent opening size have been considered and researched for the reasonable PBD design. The effect of apparent opening size(AOS), however, was not extensively studied and the clogging effect by AOS was not clearly researched. In this paper, the slurry consolidation test which 4 types of PBD are installed in large slurry consolidometer($H{\times}D$, $2.0m{\times}1.2m$) is performed to investigate the clogging effect by filter's AOS. The results show that the internal clogging is observed all types of PBD, and a quantity of inflowed soil particles are increased at the lower part of PBD and the kink zone. In addition, the internal clogging phenomenon does not relate with the shape and size of PBD. In filter's AOS test, it was easily observed that soil particles bigger than AOS of tested filter passed PBD filter by SEM. This paper demonstrates that the reduction of discharge capability may be accelerated by internal clogging at the kink zone.

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손상원통부재(損傷圓筒部材)의 최종강도(最終强度) 해석(解析)에 관한 연구(硏究) (A Study on the Ultimate Strength Analysis of Damaged Tubular Members)

  • 백점기;신병천
    • 대한조선학회지
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    • 제27권1호
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    • pp.24-34
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    • 1990
  • 본 연구에서는 축력과 굽힘모멘트의 조합하중(組合荷重)을 받는 손상원통부재의 최종강도(最終强度)를 해석하기위하여 간이유한요소해석이론을 정식화한다. 여기서, 굽힘 및 국부손상이 존재하는 원통부재(圓筒部材)를 보요소로 모델링하며, 각요소의 접선탄성강성행렬(接線彈性剛性行列)은 기하학적 비선형 효과를 고려하여 updated Lagrangian 기법에 의하여 도출한다. 이때, 국부손상부위의 강성이 외력에 대한 저항에 기여하는 정도는 비교적 작다고 생각되므로 요소의 강성평가시에 국부손상부위의 강성은 무시한다. 요소의 소성화는 국부손상부위의 영향을 고려한 전단면(全斷面) 소성강도(塑性强度) 상관관계식을 적용하여 요소의 각절점에서 판정하며, 접선(接線) 탄소성(彈塑性) 강성행렬(剛性行列)은 소성절점법(塑性節點法)에 의하여 계산한다. 마지막으로 본 연구에서 정식화한 해석법을 바탕으로 컴퓨터프로그램을 작성하고 실험 등에 의하여 얻어진 기존의 결과에 대해 재해석하여 본해석법의 정도와 유용성을 확인한다.

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CFRP 쉬트로 전단보강후 동결융해에 노출된 철근콘크리트 보의 보강성능 (Strengthening Performance of RC Beams Exposed to Freezing and Thawing Cycles after Strengthening in Shear with CFRP Sheet)

  • 윤현도;김선우;김윤수;이민정;서수연;최기봉
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2008년도 춘계 학술발표회 제20권1호
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    • pp.161-164
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    • 2008
  • 구조물은 사용연한 경과에 따른 노후화 및 용도 변경 등에 의한 보수.보강시 널리 행해지는 부착공법 중 탄소섬유, 아라미드섬유, 유리섬유 등을 이용한 섬유보강 폴리머(Fiber-reinforced polymer,FRP) 보강공법은 섬유 자체의 내화학성, 내구성과 우수한 시공성 등의 장점을 지니고 있다. 현재 FRP 부착공법을 이용한 보강설계 및 보강구조물의 내력 계산시, 콘크리트 부재와의 부착력을 완전부착으로 가정하고 있으나 콘크리트 구조물이 내부적 요인 및 외부 환경요인에 의해 열화될 경우 내력저하 및 1차적인 표면부 열화로 인한 FRP 부착면적의 손실발생이 우려된다. 하게 된다. 따라서 노후화에 따라 내력저하를 보이는 철근콘크리트 구조물에 FRP 보강시 열화에 따른 FRP 보강부재와 콘크리트 모재 간의 부착력 손실에 관한 연구가 필요하며, 본 연구에서는 환경적 요인에 의해 열화되는 철근콘크리트 부재의 파괴양상 및 구조성능과 FRP 보강부재와 콘크리트 모재와의 부착성능 저하현상을 분석하기 위하여 동결융해에 따른 CFRP 쉬트의 보강성능을 실험적으로 규명하고자 한다.

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액상소결법에 의한 탄화규소 제조시 소결조제와 온도의 영향 (Influence of Sintering Additives and Temperature on Fabrication of LPS-SiC)

  • 정헌채;윤한기
    • 한국해양공학회:학술대회논문집
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    • 한국해양공학회 2004년도 학술대회지
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    • pp.266-270
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    • 2004
  • SiC materials have been extensively studied for high temperature components in advanced energy system and advanced gas turbine because it has excellent high temperature strength, low coefficient of thermal expansion, good resistance to oxidation and good thermal and chemical stability etc. However, the brittle characteristics of SiC such as low fracture toughness and low strain-to fracture still impose a severe limitation on practical applications of SiC materials. For these reasons, SiC/SiC composites can be considered as a promising for various structural materials, because of their good fracture toughness compared with monolithic SiC ceramics. But, high temperature and pressure lead to the degradation of the reinforcing jiber during the hot pressing. Therefore, reduction of sintering temperature and pressure is key requirements for the fabrication of SiC/SiC composites by hot pressing method. In the present work, monolithic Liquid Phase Sintered SiC (LPS-SiC) was fabricated by hot pressing method in Ar atmosphere at $1800^{\circ}C$ under 20MPa using $Al_2O_3,\;Y_2O_3\;and\;SiO_2$ as sintering additives in order to low sintering temperature and sintering pressure. The starting powder was high purity $\beta-SiC$ nano-powder with all average particle size of 30mm. The characterization of LPS-SiC was investigated by means of SEM and three point bending test. Base on the composition of sintering additives-, microstructure- and mechanical property correlation, tire compositions of sintering additives are discussed.

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에어로졸 증착 공정으로 제조된 ZnO, AZO, ITO 박막의 특성과 유연 내구성 (Flexible Durability and Characteristics of ZnO, AZO and ITO Thin Films Grown by Aerosol Deposition Process)

  • 이동원;조명연;이상헌;김용남;이대석;구상모;오종민
    • 전기전자학회논문지
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    • 제21권4호
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    • pp.404-407
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    • 2017
  • 에어로졸 증착 공정을 이용하여 ZnO, AZO 및 ITO 막을 증착하고 코팅막의 미세구조, 광학적 및 전기적 특성을 연구하였다. 상온에서 PET 기판 위에 약 400 nm의 두께를 가지는 ZnO, AZO 및 ITO 막을 성공적으로 제조할 수 있었으며 캐리어 가스 유량이 증가하면서 ZnO, AZO 및 ITO 막의 광학적 특성 및 전기적 특성이 향상되었다. 기계적인 유연 내구성 시험에 있어 ZnO 막은 5,000회의 굽힘에도 파괴가 발생하지 않은 반면 AZO 및 ITO 막은 5000회 굽힘 시험 후 막의 파괴가 발생하고 투과도 및 저항의 성능이 저하되었다. 결론적으로 AZO 및 ITO 막의 성능은 ZnO 막에 비하여 약간 열세이나, 입자크기 제어 및 공정 최적화를 통해 성능을 향상시킬 수 있을 것으로 판단된다.

골재의 종류에 따른 포러스콘크리트의 특성에 관한 실험적 연구 (An Experimental Study on the Characteristic of Porous Concrete using different Aggregates)

  • 정시진
    • 한국건축시공학회지
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    • 제4권1호
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    • pp.89-96
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    • 2004
  • Porous concrete is used of various parts by advantage of porous. Example of growing of plant is possible, and dwelling of creature, and filter functions of various contaminant, and decrease of noise, and so on. This research is for porous concretes that were used by four aggregate rubble, refreshing aggregate, expanded clay, orchid stone. This research estimate that physical and mechanical characteristics of fresh concrete and hardened concrete. The purpose of this research is to make environment-friendly porous concrete. This research's conclusion is as following : 1. Porous Concrete's slump was measured 12~14cm with rubble, 12~16cm with refreshing aggregate, 11~13cm with expanded clay, 11~13cm with orchid stone. Weight of aggregate was bigger, slump price appeared by bigger thing. Because placed Porous Concrete is low viscosity and small resistance between aggregate, it estimated that have high workability. 2. Porous Concrete's unit weight was measured 1.71~1.75t/$\textrm{m}^3$ with rubble, 1.58~1.62t/$\textrm{m}^3$ with refreshing aggregate, 1.19~1.20t/$\textrm{m}^3$ with expanded clay, 0.98~1.06t/$\textrm{m}^3$ with orchid stone. Showed aspect such as weight of aggregate. 3. Porous Concrete's compressive strength was measured 76~102kgf/$\textrm{cm}^2$ with rubble, 51~60kgf/$\textrm{cm}^2$ with refreshing aggregate, 30~40kgf/$\textrm{cm}^2$ with expanded clay, 13~16kgf/$\textrm{cm}^2$ with orchid stone. 4. Tendency of tensile strength and bending strength showed generally similarly with compressive strength, but showed low value fewer than 15kgf/$\textrm{cm}^2$ Therefore, wire mesh, reinforcing rod, such as establishment of frame is considered to need in reinforcement about tensility or flexures in case receive tensility or produce product of thin absence form. It concludes by speculating on the consequences of extrapolating the results of study to remodelling the office building being already existence.

고강도 7xxx 알루미늄 합금의 응력부식균열에 미치는 부식환경과 응력속도의 영향 (Effect of Corrosion Atmosphere and Strain Rate on the Stress Corrosion Cracking of High Strength 7xxx Aluminum Alloy)

  • 윤여완;김상호
    • 한국표면공학회지
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    • 제41권3호
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    • pp.121-128
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    • 2008
  • High strength 7xxx aluminum alloys have been applied to automotive bump back beam of the some limited model for light weight vehicle. The aluminum bump back beam is manufactured through extrusion, bending and welding. The residual stress given on these processes combines with the corrosive atmosphere on the road spreaded with corrosive chemicals to melt snow to occur the stress corrosion cracking. The composition of commercial 7xxx aluminum has Zn/Mg ratio about 3 and Cu over 2 wt% for better strength and stress corrosion cracking resistivity. But this composition isn't adequate for appling to the automotive bump back beam with high resistance to extrusion and bad weldability. In this study the composition of 7xxx aluminum alloy was modified to high Zn/Mg ratio and low Cu content for better extrusion and weldability. To estimate the resistivity against stress corrosion cracking of this aluminum alloy by slow strain rate test, the corrosion atmosphere and strain rate separate the stress corrosion cracking from conventional corrosion must be investigated. Using 0.6 Mol NaCl solution on slow strain rate test the stress corrosion cracking induced fracture was not observed. By adding 0.3% $H_2O_2$ and 0.6M $Na_2SO_4$ to 1M NaCl solution, the corrosion potential and current density of polarization curve moved to active potential and larger current density, and on the slow strain rate test the fracture energy in solution was lower than that in pre-exposure. These mean the stress corrosion cracking induced fracture can be estimated in this 1M NaCl + 0.3% $H_2O_2$ + 0.6M $Na_2SO_4$ solution. When the strain rate was below $2{\times}10^{-6}$, the stress corrosion cracking induced fracture start to be observed.