• 한국농공학회지
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• 제27권1호
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• pp.46-61
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• 1985

This study was performed to obtain the basic data which can be applied to the use of foaming mortars. The data was based on the properties of foaming mortars depending upon various mixing ratios and addings to compare those of cement mortar. The foaming agents which was used at this experiment were pre-foamed type and mix-foaming type which is being used as mortar structures. The foaming mortar, mixing ratios of cement to fine aggregate were 1:1, 1: 2, 1 : 3 and 1 : 4. The addings of foaming agents were 0.0%, 0.5%, 1.0%, 1.5%, 2.0%, 2.5% and 3.0% of cement weight. The results obtained were summarized as follows; 1. At the mixing ratio of 1 : 1, the lowest water-cement ratios were showed by foaming mortars, respectively. But it gradually was increased in poorer mixing ratio and decreased in more addition of foaming agent. The water-cement ratios were decreased up to 1. 8~22. 0% by G, 2. 2~24. 1 % by U and 0. 7~53. 1% by J foaming mortar than cement mortar. 2, At the mixing ratio of 1 : 1, the highest bulk densities were showed by foaming mortars, respectively. But, it gradually was decreased in poorer mixing ratio and more addition of foaming agent. The bulk densities were decreased up to 1. 4~20. 7% by G, 2. 3~23. 7% by U and 26. 5~56. 5% by J foaming mortar than cement mortar. Therefore, foaming mortar could be utilized to the constructions which need low strengths. 3. At the mixing ratio of 1:1, the lowest absorption rates were showed by foaming mortars, respectively. But, it gradually was increased in poorer mixing ratio and more addition of foaming agent. Specially, according to the absorption rate when immersed in 72 hours, the absorption rates were showed up to 1. 01~1. 24 times by G, 1. 03~1. 58 times by U and 1. 10~5. 91 times by J foaming mortar than cement mortar. It was significantly higher at the early stage of immersed time than cement mortar. 4. At the mixing ratio of 1:1, the lowest air contents were showed by foaming mortars, respectively. But, it gradually was increased in poorer mixing ratio and more addition of foaming agent. Air contents were contented up to 4. 0~17. 2 times by G, 5. 2~23. 2 times by U and 23. 8~74. 5 times by J foaming mortar than cement mortar. 5. At the mixing ratio of 1 : 1, the lowest decreasing rates of strengths were showed by foaming mortars, respectively. But, it gradually was increased in poorer mixing ratio and more addition of foaming agent. Specially, the strengths of 28 days were decreased 0. 4~2. 2% than those of 7 days by foaming mortar, respectively. Also, the correlations between compressive and tensile strength, compressive and ending strength, tensile and bending strength were highly significant as a straight line shaped, respectively. 6. The correlations between absorption rate, air content, compressive strength and bulk density, absorption rate, compressive strength and air content were highly significant, respectively. The multiple regression equations of water-cement ratio, bulk density, absorption ate, air content, compressive strength, tensile strength and bending strength were computed depending on a function of mixing ratio and addition of foaming agent. It was highly significant, respectively. 7. At the mixing ratio of 1 : 1, the highest strengths were showed by cement mortar and foaming mortars, by chemical reagents. But, it gradually was decreased in poorer mixing ratio. The decreasing rates of strengths were in order of H $_2$S0 $_4$, HNO$_3$ and HCI, J,U,G foaming mortar and cement mortar. Specially, at the each mixing ratio, each chemical reagent and 3.0% of foaming agent, J foaming mortar was collapsed obviously. Therefore, for the structures requiring acid resistence, adding of foaming agent should be lower than 3.0%.

• Restorative Dentistry and Endodontics
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• 제36권2호
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• pp.139-148
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• 2011

연구목적: 치과용 접착제에서 기저단량체로 사용되는 Bis-GMA를 Bis-M-GMA로 대체한 접착레진이, Bis-GMA/TEGDMA 를 사용한 접착제와 비교할 만한 물성과 접착강도를 가지는지 알아보고자 하였다. 연구 재료 및 방법: 다양한 구성비의 Bis-GMA, Bis-M-GMA 및 TEGDMA 를 함유한 접착레진을 제작하여, 점도(${\eta}$), 중합률(DC) 및 굴곡강도(FS)를 측정하고, 상아질에 대한 미세인장접착강도(MTBS)를 측정하였다. 해석을 위해 각 단량체들의 용해도 상수(${\delta}_t$)를 비교하였고, 접착계면을 주사전자현미경으로 관찰하였다. 결과: Bis-M-GMA의 점도는 3.65 Pa s로 크게 감소하였다. Bis-GMA를 함유하지 않는 접착레진은 Bis-GMA를 함유한 접착레진에 비해 낮은 굴곡강도를 보였다(p < 0.05). TEGDMA 함량이 낮은 접착레진은 TEGDMA 함량이 높은 접착레진에 비해 낮은 미세인장접착강도를 보였으며(p < 0.05), 주사전자현미경 사진에서 균열이나 틈이 관찰되었다. 결론: 높은 접착강도를 얻기 위해서는 접착레진의 높은 굴곡강도와 초기 중합률 뿐 아니라, 접착레진과 primer 처리 된 상아질 사이의 용해도 상수의 적합성도 요구되었다.

• Structural Engineering and Mechanics
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• 제41권4호
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• pp.495-508
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• 2012

The strength theory of concrete is significant to structure design and nonlinear finite element analysis of concrete structures because concrete utilized in engineering is usually subject to the action of multi-axial stress. Experimental results have revealed that lightweight aggregate (LWA) concrete exhibits plastic flow plateau under high compressive stress and most of the lightweight aggregates are crushed at this stage. For the purpose of safety, therefore, in the practical application the strength of LWA concrete at the plastic flow plateau stage should be regarded as the ultimate strength under multi-axial compressive stress state. With consideration of the strength criterion, the ultimate strength surface of LWA concrete under multi-axial stress intersects with the hydrostatic stress axis at two different points, which is completely different from that of the normal weight concrete as that the ultimate strength surface is open-ended. As a result, the strength criteria aimed at normal weight concrete do not fit LWA concrete. In the present paper, a multi-axial strength criterion for LWA concrete is proposed based on the Unified Twin-Shear Strength (UTSS) theory developed by Prof Yu (Yu et al. 1992), which takes into account the above strength characteristics of LWA under high compressive stress level. In this strength criterion model, the tensile and compressive meridians as well as the ultimate strength envelopes in deviatoric plane under different hydrostatic stress are established just in terms of a few characteristic stress states, i.e., the uniaxial tensile strength $f_t$, the uniaxial compressive strength $f_c$, and the equibiaxial compressive $f_{bc}$. The developed model was confirmed to agree well with experimental data under different stress ratios of LWA concrete.

• Composites Research
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• 제32권1호
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• pp.37-44
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• 2019

스카프 접착 조인트를 마이크로 볼트로 보강하였을 때, 볼트의 보강효과를 얻을 수 있는지를 시험으로 연구하였다. 스카프 형상에 따른 조인트 보강효과를 확인하기 위해 3가지 스카프비(1/10, 1/20, 1/30)를 고려하였다. 접착면적에 따른 핀의 밀도를 동일하게 유지하기 위해, 1/10, 1/20, 1/30 스카프비를 가지는 조인트에 각각 16, 32, 48개의 볼트를 보강하였다. 기준값을 획득하기 위해 접착제로만 체결된 조인트와 마이크로 볼트만 사용한 조인트에 대한 시험도 수행하였다. 시험 결과 접착제만 적용한 경우, 각 스카프비(1/10, 1/20, 1/30)에 따른 파손하중은 29.7, 39.6, 44.8 kN로 나타났다. 마이크로 볼트로 보강한 경우 파손하중은 스카프비에 따라 각각 28.4, 37.2, 40.1 kN으로 나타났는데, 순수 접착 조인트 파손하중의 96, 94, 90%에 해당한다. 마이크로 볼트만 사용한 경우, 파손하중은 접착 조인트 인장강도의 13-25%에 불과하였다. 스카프비 1/10 조인트의 피로시험 결과 접착제와 볼트를 동시에 사용한 하이브리드 조인트의 피로강도가 접착제만 사용한 경우의 피로강도보다 증가하였지만, 증가율은 2-3%로 미미하였다. 본 연구를 통해 박리응력이 파손의 주원인이 되는 구조물에서와 달리, 전단응력이 파손의 주원인이 되는 스카프 조인트의 경우 마이크로 볼트의 보강효과는 나타나지 않는 것을 확인하였다.

• 한국구조물진단유지관리공학회 논문집
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• 제25권1호
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• pp.85-92
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• 2021

본 연구는 액상폴리머인 에폭시수지를 이용한 고내구성 폴리머 시멘트계 재료를 개발할 목적으로 고로슬래그미분말 치환율을 20%로 고정하고, 4종류의 알칼리 활성화제를 이용한 경화제 무첨가 에폭시수지 혼입 폴리머 시멘트 모르타르를 제작하여, 강도 특성, 에폭시수지 경화도, 흡수율, 내황산성, 중성화 및 염화물이온 침투저항성을 검토한 것이다. 그 결과, 알칼리 자극제의 종류에 관계없이, 고로슬래그 미분말 20%를 사용한 경화제 무첨가 EMM의 압축강도는 폴리머 결합재비 10%에서 최댓값을 나타냈으며, 폴리머 결합재비 20%에서는 에폭시수지의 경화도 감소와 함께 압축강도 또한 감소하는 것으로 나타냈다. 휨강도는 압축강도와 마찬가지로 수산화칼슘을 첨가한 것이 가장 우수하게 나타났으며, 폴리머 결합재비의 증가와 함께 증가하였으며, 모두 9.0 MPa 이상의 휨강도를 발현하였다. 알칼리 자극제의 종류에 관계없이, 경화제 무첨가 EMM의 방수성, 중성화 및 염화물이온 침투저항성은 폴리머 결합재비의 증가와 함께 현저히 개선되었으며, 4종류의 알칼리 자극제 가운데 수산화칼슘을 첨가한 모르타르가 가장 우수한 것으로 나타났다. 한편, 알칼리 자극제의 종류에 관계없이, 경화제 무첨가 EMM의 내황산성은 폴리머 결합재비의 증가와 함께 떨어졌는데, 이것은 폴리머 결합재비의 증가에 따른 에폭시수지의 미경화 에폭시수지의 증가에 기인한 것으로 판단된다. 4가지 알칼리 자극제의 종류에 대하여 물성 및 내구성을 비교 검토한 결과, 수산화칼슘을 첨가한 것이 가장 우수한 것으로 확인되었다.

• 콘크리트학회지
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• 제10권6호
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• pp.169-178
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• 1998

고성능 belite 시멘트 콘크리트에 대한 부착특성에 대하여 코\ulcorner리트의 강도, 슬럼프, 배근위치, 피복두께 등의영향요인을 보단부시험체와 이음길이 보시험체를 통해 연구하였다. 동일한 압축강도의 1종 보통 포틀랜드 시멘트 콘크리트에 비해 부착강도는 약 10%증가하였고 압축강도 600kg/$\textrm{cm}^2$의고강도 belite 콘크리트에서 부착강도가 대체로 {{{{ SQRT { f'c} }} }}에 비례하였다. 유동성에 있어서 높은 슬럼프에 비해 ACI 318-95 규준에서 제시하는 상부근 계수 1.3이하의범위에 있었으며 이것은 고유동 belite 콘크리트가 블리이딩이나 골재분리가 적은 것으로 보여졌다. 또한 고강도 belite시멘트 콘크리트를 사용한 이음길이 보시험체에서 부착강도는 기존 예측식의 값보다다소 높게 나타났으며, 실리커흄, 플라이애쉬를 사용한 고강도 콘크리트 부착강도의 기존연구결과인 낮은 값과 차이를 보였다. 이상의 결과로 고유동, 고강도 belite 시멘트 콘크리트는 철근과의 부착성능이 다른 재료에 비해 양호한 것으로 나타났다.

• 한국가구학회지
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• 제10권1호
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• pp.65-71
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• 1999

The bending performance of sloped finger-jointed Rhus verniciflua were tested in order to improve the strength properties of finger-joint. Sloped finger-cut pieces were jointed with three kinds of adhesives (polyvinyl acetate, polyvinyl-acryl acetate and oilic resin). The slope ratios of finger joints were 0, 1.0, 1.5, and 2.0. The MOE, MOR and deflection to maximum load in bending of sloped finger-joints and solid wood specimen were measured. The results were : 1) The efficiencies of MOE to finger and sloped finger-joints to the solid wood were almost same in the three kinds of adhesives(polyvinyl acetate, polyvinyl-acryl acetate and oilic urethane resin) and there were some effect of slope on the MOE in a sloped finger-joint for three kinds of resin adhesives. 2) There was the effect of slope on the MOR in sloped finger-joints in every kind of adhesive. The efficiencies of MOR in slope ratios of 0 and 2.0 ranged 65-79%, respectively. There was also a slight effect of the kinds of adhesives on the MOR. However, the efficiencies of deflection to the urethane resin adhesive were much less than those of polyvinyl acetate, polyvinyl-acryl acetate resin adhesives except the slope ratio of 0. 3) It might be impossible to estimate the bending stregth of sloped finger-jointed Rhus verniciflua by using MOE. The correlation coefficient(0.192) between MOE was very low and not significant at 5% level.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 가을 학술발표회 논문집
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• pp.781-786
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• 2001

The Salt attack is one of the primary factors that cause the deterioration of durability in steel reinforced concrete structure. And to depreciate the deterioration from the Salt attack in concrete structure, pozzolanic materials are used widely in recent years. In this study, experiments about the resistance of chloride infiltration of concrete according to the replacement rations of Activated Hwangtoh and various pozzolanic materials(silica fume, fly ash, blast furnace slag and non Activated/Activated Hwangtoh) are performed and the results of this study were shown as follows; 1) As the replacement ratios of Activated Hwangtoh were getting higher, the strength of concrete was increased and in case of various pozzolanic materials, strength of Activated Hwangtoh in specimen was better than that of fly ash, blast furnace slag and non Activated Hwangtoh. 2) As the replacement ratios of Activated Hwangtoh were getting higher, the resistance of chloride infiltration of concrete was increased and in case of various pozzolanic materials, silica fume is better than any other pozzolanic materials and Activated Hwangtoh was better than that of fly ash, blast furnace slag and non Activated Hwangtoh.

• Journal of Electrical Engineering and Technology
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• 제10권5호
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• pp.2105-2119
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• 2015

This paper reported the experimental result of dielectric properties of Refined, Bleached and Deodorized Palm Oil (RBDPO) combined with 0-50% of Refined, Bleached and Deodorized Soybean Oil (RBDSO). The dielectric strength and relative permittivity of RBDPO/RBDSO was higher compared to mineral oil at all ranges of ratios and temperatures which indicated a positive sign for its possible use as insulating liquid in a transformer. All ratios of the RBDPO/RBDSO mixture also demonstrated lower dissipation factor compared to mineral oil at 40℃, 70℃ and 90℃. Apart from that, the kinematic viscosity for the oil mixtures shown exceeded the IEC 60296 as well as the mineral oil results. 70%RBDPO/30%RBDSO mixture ratio was chosen as the best mixing percentage after comparison was made with the mineral oil and IEC 60296 standard where the mixture accumulated the most satisfactory of dielectric properties hence making it as the potential candidate for palm and soybean-based transformer oil.

• 상하수도학회지
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• 제9권3호
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• pp.108-115
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• 1995

The feasibility study of using converter slag as a solidifying agent of digested sewage sludge cake has been performed. The availability of converter slag as solidifying agent has been investigated by several trial tests. Based on the trial test results, the optimum mixing ratios of sludge cake and solidification additive are estabilished. Finally the solidification characters of sludge cake are elucidated by SEM and EDS. It is ascertained that converter slag with a small amount of quicklime enhences the solidification. From the result of pH test, overall pH of specimens tends to decrease slowly with curing time. After solidifying specimens had been cured for 7 days, these are water-cured for 24 hours. The weight and strength of all the specimens are nearly the same regardless of the mixed ratios of solidifying agent. The result of leaching tests for four heavy metal ions, Cd, $Cr^{6+}$, Pb and Cu show that the leaching strength becomes below the decision criteria of the specific wastes, respectively. The SEM observation of the delicate structure shows that needlelike crystals appear after solidification which are not observed before. From the EDS analysis, it is found that the main ingredients of needlelike crystals are Ca, Si, Al and O.