• Title/Summary/Keyword: dry and wet strength

검색결과 278건 처리시간 0.03초

탄소섬유강화형 복합재료의 기계적 성질에 미치는 수환경의 영향 (The Influence of Water Environment on the Mechanical Properties of Carbon/Epoxy Reinforced Composite Materials)

  • 김귀식;박경석
    • Journal of Advanced Marine Engineering and Technology
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    • 제17권2호
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    • pp.52-59
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    • 1993
  • This study is investigated of tensile and fatigue strength for advanced composite materials under hygrothermal environment. The materials used are two types of Carbon/Epoxy reinforced composite materials i.e., 13$0^{\circ}C$ cure-type composite T-1/347, and 18$0^{\circ}C$ cure-type MM-1/982X. These are composed by cross-ply laminates. Test condition is the distilled water of 8$0^{\circ}C$. The separate absorption contents estimated by the Fick's diffusion rule are similar to the experiment results. The tensile strength of T-1/347 wet specimens more increased than that of dry ones, but that of MM-1/982X decreased. The fatigue strengthes of both T-1/347 and MM-1/982X wet specimen more decreased than those of dry specimens.

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$TiO_2$/PEG처리 면직물의 물성과 자외선 차단성능 (Properties and UV-cut effects of cotton fabric treated with $TiO_2$/PEG)

  • 김정진;장정대
    • 한국염색가공학회지
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    • 제14권4호
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    • pp.223-228
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    • 2002
  • Cotton fabric was treated with $TiO_2$-PEG600 dispersion colloid by pad-dry-cure and wet-fixation process to improve the performance properties as well as UV-cut effect. As the concentration of $TiO_2$/PEG increased tensile strength, crease resistance, stiffness of treated cotton fabric increased. Application of wet-fixation method provided a further improvement in tensile strength, crease resistance, stiffness of treated cotton fabric. Cotton fabric treated with $TiO_2$/PEG was more efficient in UV-cut property than untreated cotton.

고로슬래그를 사용한 건식 및 습식 재생 잔골재 모르타르의 물리적 특성에 관한 연구 (A Study on the Physical Properties of Recycled Fine Aggregate (by Dry and Wet Type Production formula) Mortar Using Blast Furnace Slag)

  • 심종우;이세현;서치호
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2006년도 추계 학술발표회 논문집
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    • pp.501-504
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    • 2006
  • Recycled aggregate mortar contains plenty of calcium hydroxide to improve the strength of blast furnace slag, although the surface mortar made of recycled aggregate deteriorates adhesion to cement paste and blast furnace slag has a low initial strength. Therefore, this study assumes that the combination with both recycled aggregate and blast furnace slag will produce a better performance. The results of the experiment show that dry mortar made of recycled aggregate provides with higher strength than wet mortar does at the 3-day and 7-day age, while lower at the 28-day age. It indicates that a large amount of cement mortar made of dry recycled aggregate has deteriorated adhesion strength. The mixes with 30% and 50% of blast furnace slag and 50% and 75% of recycled aggregate provide with much better strength at the 7-day age, although they usually have latent hydraulic property at the 28-day age. It indicates that calcium hydroxide($Ca(OH){_2}$) in recycled aggregate has affected ground granulated blast furnace slag.

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The strength properties of alkali-activated silica fume mortars

  • Saridemir, Mustafa;Celikten, Serhat
    • Computers and Concrete
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    • 제19권2호
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    • pp.153-159
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    • 2017
  • In this study, the strength properties of alkali-activated silica fume (SF) mortars were investigated. The crushed limestone sand with maximum size of 0-5 mm and the sodium meta silicate ($Na_2SiO_3$) used to activate the binders were kept constant in the mortar mixtures. The mortar specimens using the replacement ratios of 0, 25, 50, 75 and 100% SF by weight of cement together with $Na_2SiO_3$ at a constant rate were produced in addition to the control mortar produced by only cement. Moreover, the mortar specimens using the replacement ratio of 4% titanium dioxide ($TiO_2$) by weight of cement in the same mixture proportions were produced. The prismatic specimens produced from eleven different mixtures were de-moulded after a day, and the wet or dry cure was applied on the produced specimens at laboratory condition until the specimens were used for flexural strength ($f_{fs}$) and compressive strength ($f_c$) measurement at the ages of 7, 28 and 56 days. The $f_{fs}$ and $f_c$ values of mortars applied the wet or dry cure were compared with the results of control mortar. The findings revealed that the $f_c$ results of the alkali activated 50% SF mortars were higher than that of mortar produced with Portland cement only. It was found that the $f_{fs}$ and $f_c$ of alkali-activated SF mortars cured in dry condition was averagely 4% lower than that of alkali-activated SF mortars cured in wet condition.

라왕 푸라타누스 및 포푸라 단판(單板)을 구성(構成)한 합판(合板)의 성질(性質)에 관(關)한 연구(硏究) (A study on the properties of plywoods constructed by sycamore. poplar and lauan veneers)

  • 유회관;임원순;이필우
    • Journal of the Korean Wood Science and Technology
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    • 제4권1호
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    • pp.38-47
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    • 1976
  • This study was carried out to exploit and utilize American sycamore (Platanus occidentalis) and poplar grown in Korea as veneer species for plywood manufacture. At this study to save the imported lauan logs and dollars, the effects affecting to the properties of plywood constructed by sycamore, poplar and lauan veneers were studied. Important items dealt with this study were dry and wet shear strength, moisture content, and specific gravities By the results and discussion it may be summarized as followings. 1) Sycamore core lauan plywood (A-II type) was shown best dry shear strength, and the next were all lauan veneer plywood (A-I type), poplar core lauan plywood (B-I type), lauan core sycamore plywood (A-III type) in order. There are no differences between dry shear strength of A-II type and A-I type, A-II type and B-I type plywood. 2) Wet shear strength showed the same order with dry shear strength. A-II type plywood showed best wet shear strength and it showed more difference than other plwoods. A-I type, B-I type and A-III type plywood were all very good without significant difference in wet shear strength. 3) B-I type plywood showed highest moisture content of all type plywood and the next were all sycamore(A-IV type) all poplar plywood (B-III type), A-III type, B-II type, A-II type pllywood in order. Generally high moisture content showed when two or three veneers were same species in the three layer plywood. 4) A-III type plywood showed highest specific gravity of all and the next was A-IV type plywood without a difference to A-I type plywood on the whole. plywoods constructed by lauan and sycamore were shown high specific gravities and the next was lauan, sycamore and poplar, lauan and poplar. It seemed to be that connected wi th the specific gravity of veneer itself in different species. 5) The plywood manufactured by extension of potato flour is not only superior but also profitable in the price aspect than the plywood manufactured by extension of wheat flour.

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EAF Dust사의 중금속을 함침한 활성 규조토가 혼합된 시멘트 모르터의 내화학성에 관한 연구 (A Study on Chemical Resistance of Cement Mortar Blended with Thermally Activated Diatomite containing Heavy Metals form EAF Dust)

  • 류한길;임남웅;박종옥
    • 콘크리트학회지
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    • 제9권1호
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    • pp.143-151
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    • 1997
  • 전기로 집진 분진상의 중금속(Pb, $Cr^{6+}$, Cu, Cd, Zn)을 함침시킨 규조토를 열처리방법($750^{\circ}C$-30분)으로 활성화하였다. 활성규조토로 일반시멘트 모르터의 시멘트양을 중량비로 0%, 2.5%, 5.0%, 10%, 20%까지 대체하고 압축강도와 화학저항성을 조사하였다. 화학저항성 조사에는 습윤건조반복실험(Wetting /Drying Cycle)과 화학침식저항성($H_2SO_4,\; CaCl_2,\; MgSO_4$)이 포함되었다. 결과에 의하면 일반시멘트 모르터에 활성규조토를 시멘트에 10%까지 치환하여 갈수록 압축강도(28일)는 증가하였다. 최고의 압축강도는 활성규조토가 10%까지 치환하였을 때 $496kgf/cm^2$이었으며, 활성규조토가 전혀 혼합되지 아니한 시멘트 모르터의 압축강도($391kgf/cm^2$)보다 약 275까지 증가되었다. 이때 중금속들은 99% 이상의 고정율을 보였으며 Wet/Dry cycle 및 화학침식저항성에서도 활성규조토가 혼합된 시멘트 모르터가 일반 시멘트 모르터보다 훨씬 높은 저항성을 보였다.

가혹 환경이 복합재/Ni-Cr 합금 접착전단강도에 미치는 영향 연구 (Effect of Adhesive Shear Strength of CFRP/Ni-Cr Alloy Under Severe Environmental Condition)

  • 조현태;박성민;김민준;황반토;김학인;손명숙;안종기;안지민;최진호;남영우;권진회
    • Composites Research
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    • 제33권5호
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    • pp.275-281
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    • 2020
  • 본 논문에서는 항공기 팬 블레이드에 적용되는 복합재와 금속 간의 접합 구조물에 대한 온도, 습도에 따른 접착제의 물성 변화에 관해 연구하였다. 항공기 운용 시 노출되는 환경 조건을 고려하여 상온 건조(Room Temperature Dry, RTD), 고온 흡습(Evaluated Temperature Wet, ETW), 저온 건조(Cold Temperature Dry, CTD) 세가지 환경에서 강도 시험을 수행하였다. 접착전단강도 시험은 ASTM D3528을 기준으로 수행하였고, 파손 영역에 대한 마이크로 구조 특성을 SEM이미지를 통해 분석하였다. 연구 결과에 따르면 RTD 환경에서의 전단강도 대비하여 ETW 환경에서 72.8% 저하되었으며, CTD 환경에서는 56.5% 증가되었다. 이는 고온 및 수분 흡습이 접착제의 기계적 특성에 큰 영향을 미치는 것을 확인했고, 저온 환경에서는 모재와 접착제 모두 취성의 증가로 인해 접착 전단 강도가 향상된 것으로 분석되었다.

특수시멘트 혼입 에폭시 수지계 콘크리트용 바탕조정재의 기초물성에 관한연구 (A Study on Fundamental Performance of Epoxy Resin Mortar Mixed Special Cement for Concrete Surface Control)

  • 최성민;김용현;황원주;오상근
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1998년도 가을 학술발표회 논문집(I)
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    • pp.145-150
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    • 1998
  • This study deals with the effect on performance of epoxy resign mortar mixed special cement for surface control and maintenance of aging concrete construction. The test of main property of epoxy resign in this study are the evaluation on the adhesive strength between substrate and epoxy resign mortar under the environment of wet or concrete substrate surface. We gained the test results of good adhesive strength over 15 kgf/$\textrm{cm}^2$ under the wet and dry condition of concrete surface.

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N-chlorocarbamoylethyl화에 의한 sheet의 습윤강도 향상효과 (The Improvement of Wet Strength Properties of Sheet by N-Chlorocarbamoylethylation)

  • 정명준;조병묵;오정수
    • Journal of the Korean Wood Science and Technology
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    • 제27권3호
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    • pp.63-72
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    • 1999
  • 종이에 습윤강도를 부여하기 위하여 셀룰로오스 섬유를 chlorocarbamoylethyl화 한 후 이를 다시 N-chlorocarbamoylethyl화했다. Chlorocarbamoylethyl화는 알칼리 촉매하에서 아크릴 아마이드와의 반응에 의해서 제조되었으며, N-chlorocarbamoylelhyl 화는 차아염소산나트륨 첨가에 의해서 제조되었다. carbamoylelhyl 화에서는 NaOH의 농도와 온도 그리고 아크릴아마이드의 첨가량이 중요한 인자로 작용했으며, carbamoylelhyl화의 초기반응에서는 $40^{\circ}C$온도에서 그리고 알칼리와 아크랄아마이드의 첨가랑이 증가할수록 더 높은 치환도가 나타났다. N-chlorocarbamoylelhyl에 의한 가장 높은 습윤강도는 치환도 0.06에서 sheet의 건조강도에 85%에 해당하는 강도를 나타냈으며, 이를 주사전자현미경을 이용하여 N-chlorocarbamoylethyl sheel의 파단면에서 섬유간 컬합력의 증가로 인한 섬유의 절단을 관찰 할 수 있었다. 그리고, N-chlorocarbamoylelhyl sheet의 재활용을 위하여 습윤강도를 저하시키는데는 차아염소산나트륨이 효과적인 것으로 나타났다.

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고강도콘크리트 내화성능을 확보한 건식화 PFB 공법 개발에 관한 연구 (A Study on the Development of a Dry PFB Method with High Fire Resistance)

  • 김우재;정상진
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2008년도 추계 학술논문 발표대회
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    • pp.49-52
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    • 2008
  • The present study was to develop a dry PFB method similar to the existing gypsum board construction method in order to apply the existing wet PFB method that uses fire-resistant adhesive. It was found that the existing wet method can produce concrete compressive strength of 80MPa and fire resistance of 3 hours with 30mm PF boards. The goal of development in this study was fire resistance of 3 hours through dry construction of 15mm fire-resistant boards. 1. Improved PF board was prepared by adding inorganic fiber to existing board and using aggregate with grain size of 3mm or less. Molding was done at temperature higher than that for existing PF board molding. While wet curing is used for existing PF boards, this study used dry curing in order to enhance heat insulation performance. 2. According to the results of fire resistance test, when the dry PF method was applied, the temperature of the main reinforcing bar was 116℃ in 15mm, 103.8℃ in 20mm, and 94℃ in 25mm, and these results satisfied the current standards for fire resistance control presented by the Ministry of Land, Transport and Maritime Affairs. When a 3-hour fire resistance test was performed and the external properties of the specimen were examined, the outermost gypsum board hardly remained and internal PF board maintained its form without thermal strain.

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