• The Journal of Advanced Prosthodontics
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• 제6권2호
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• pp.115-120
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• 2014

PURPOSE. The aim of this in vitro study was to evaluate the effect of aging on the tear strength and cytotoxicity of four soft denture lining materials. MATERIALS AND METHODS. Four commonly used soft denture lining materials, (Coe-Comfort$^{TM}$ GC America Inc., Alsip, IL, USA; Coe-SOFT$^{TM}$ GC America Inc., Alsip, IL, USA; Visco-gel Dentsply Caulk Milford, DE, USA; and Sofreliner Tough M Tokuyama Dental Corporation Tokyo, Japan) were selected. Sixty trouser-leg designed specimens per lining material were fabricated using a stainless steel mold for tear strength testing. The specimens were divided into non-thermocycling and 1000-, and 3000-thermocycling groups. For the cytotoxicity test, twenty-four disk shaped specimens per material were fabricated using a stainless steel mold. The specimens were soaked in normal saline solution for 24 h, 48 h and 72 h. Cytotoxicity was measured by XTT assay in L929 mouse fibroblasts. Data were analyzed by two way analysis of variance and Dunnett's test (P<.05). RESULTS. Before thermocycling, Sofreliner Tough M ($10.36{\pm}1.00N$) had the highest tear strength value while Coe-Comfort$^{TM}$ ($0.46{\pm}0.10N$) had the lowest. After 3000 cycles, Sofreliner Tough M ($9.65{\pm}1.66N$) presented the highest value and Coe-Comfort$^{TM}$ ($0.42{\pm}0.08N$) the lowest. Sofreliner Tough M, in all incubation periods was the least toxic with significant differences compared to all other materials (P<.05). Coe-Comfort$^{TM}$, Coe-$SOFT^{TM}$, and Sofreliner Tough M did not show any significant differences within their material group for all incubation periods. CONCLUSION. This in vitro study revealed that aging can affect both the tear strength and cytotoxicity of soft denture materials depending on the composition.

• 한국구조물진단유지관리공학회 논문집
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• 제26권6호
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• pp.193-203
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• 2022

본 연구는 국내에서 주로 사용되는 강구조 보-기둥 접합상세와 논스캘럽접합상세의 내진성능을 비교하기 위해 실대형 정적반복실험과 실험과 동일한 모델링 통한 FEM해석을 진행하였다. 정량적인 수치비교를 위해 이전연구에서 사용된 변형률집중지수와 모멘트전달효율을을 인용하였다. 보 웨브의 용접면적 감소에 따라 플랜지 부분의 변형률이 증가되어 회전각에 따른 소성변형능력이 감소되거나 취성파단이 일어나는 현상을 보였다. 해석결과와 실험결과 비교시 H형 전체단면적에 대한 웨브 용접비가 60%이하로 떨어질 경우 취성파단이 일어날 가능성이 높아지는 경향이 나타났다.

• 한국버섯학회지
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• 제20권3호
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• pp.183-185
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• 2022

여름철 버섯소비 부진으로 일부 농가에서는 여름철에 생산을 중단하는 등, 고소득 버섯작목 복합영농의 필요성이 제기됨에 따라, 녹각영지버섯을 새송이버섯 재배사를 이용하여 생산 가능 여부를 확인하고자 시험을 실시하였다. 배지재료로 사용한 참나무톱밥과 미강의 화학적 특성을 조사한 결과 T-N은 주재료인 참나무톱밥이 0.28%, 영양원인 미강이 2.2%로 나타났으며, pH는 참나무톱밥 6.0, 미강 6.6로 주재료인 참나무톱밥은 약산성을 나타내었고, 영양원인 미강은 중성을 나타내었다. 녹각영지버섯 자실체 수량특성을 조사한 결과, 초발이 소요일수는 25℃ 5~6일, 30℃ 3~5일이었으며, 대의 길이는 25℃에서 57.5 mm, 30℃에서 92.2 mm였고, 생체중은 25℃에서 43g, 30℃에서 50 g으로 30℃에서 우수하였다. 본 시험을 통하여 하절기에 새송이버섯 재배사를 녹각영지버섯 재배에 활용이 가능함을 확인하였다.

• 한국공간구조학회논문집
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• 제3권4호
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• pp.53-58
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• 2003

In order to control seismic responses of building structures effectively and stably, it is very important to estimate the dynamic characteristics of target structure exactly based on input-output signal data. In this paper, it is shown that Subspace Identification Method is able to be applied effectively to system identification of building structures. To verify the efficiency of Subspace Identification Method, the vibration experiments were conducted on a specimen structure which is a 5-storied building structure model consisted of H-shaped steel beam, and the simulated seismic responses of the identified structure model were compared with the observed ones under the same excitation. It was observed that the experimental results coincided with the analyzed ones proposed in this paper.

• 한국정밀공학회지
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• 제22권5호
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• pp.37-44
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• 2005

In this paper, wire electrochemical machining (Wire ECM) with ultra short pulses is presented. Platinum wire with $10{\mu}m$ diameter was used as a tool and 304 stainless steel was locally dissolved by electrochemical machining in 0.1M $H_{2}SO_4$ electrolyte. Wire ECM can be easily applied to the fabrication of arbitrarily shaped micro-grooves without tool wear. The change of machining gap according to applied pulse voltage, pulse on-time and pulse period was investigated and the optimal pulse condition for stable machining was obtained. Using this method, various micro-grooves with less than $20{\mu}m$ width were fabricated.

• 열처리공학회지
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• 제20권2호
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• pp.84-93
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• 2007

Microstructural changes during tempering at the temperature range of $300^{\circ}C{\sim}700^{\circ}C$ for the nitrogen-permeated STS 410 and 410L martensitic stainless steels has been investigated. After nitrogen permeation at temperature between 1050 and $1150^{\circ}C$, the surface layer appeared fine $Cr_2N$ of square and rod types in the martensite matrices. Hardness of the nitrogen-permeated surface layer represented 680Hv and 625Hv, respectively, for 410 and 410L steels. It is considered that the fine homogeneously dispersive effect of precipitates by nitrogen caused the increased hardness. Due to the counter current effect of carbon from interior to surface during nitrogen diffusion from surface to interior, the 0.1%C alloyed 410 steel showed the low nitrogen content of 0.025% compared with 0.045% of 410L steel at the distance of $100{\mu}m$ from the surface. Tempering of nitrogen-alloyed 410 and 410L showed the maximum hardness at $450^{\circ}C$. This maximum hardness was considered to be the secondary hardening effect of very fine carbide and nitride. The decrease in hardness at $700^{\circ}C$ was the softening effect of the matrix due to the precipitation of many needle-shaped $Cr_2N$ for 410 steel and the precipitation of coarse nitride of $Cr_2N$ in line with the spherical precipitates with directionality for 410L steel. For 410 steel, the corrosion resistance of nitrogen permeated surface in the solution of 1 N $H_2SO_4$ were nearly unchanged, however the superior corrosion resistance was obtained for nitrogen permeated 410L steel compared to the solution annealed condition.

• 한국공간구조학회논문집
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• 제23권3호
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• pp.35-43
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• 2023

This study aims to evaluate the structural safety of a structural thermal barrier, installed inside the structure of a building and performed the role of a load-bearing element and an insulation simultaneously, contributing to the realization of net-zero buildings. To ensure the reliability of the analysis model, the analysis results derived from LS-DYNA were compared with the experimental results. Based on the results shown through the flexural experiment, the reliability of the thermal cross-section insulation structure model for slabs was validated. In addition, the effect of the UHPC block on the load support performance and its contribution to vertical deflection was verified.

• 한국전산구조공학회논문집
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• 제24권6호
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• pp.675-683
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• 2011

구조물의 우발적인 붕괴가 발생할 경우, 기둥 또는 기둥군(群)에 낙하물에 의한 충격이 가해지게 된다. 낙하물의 충격하중은 기둥부재의 하중변형관계에 따라 소성변형에너지로 흡수가 가능하다. 진행성 붕괴를 방지하기 위해서는 기둥부재의 에너지 흡수 능력이 상시지지 하는 연직하중과 낙하물의 충격하중을 합한 연직하중보다 커야 한다. 이를 위해 구조물이 최종 붕괴 상태에 도달되는 전 과정에 대한 기둥부재의 하중변형관계를 명확히 파악할 필요가 있다. 본 논문에서는 1층 4경간 평면철골프레임의 비선형유한요소해석을 실시하여 기둥부재의 우발적 손실에 대한 에너지 흡수 능력을 평가하였다. 또한, 극한해석을 실시하여 연직하중의 저하 정도를 비교 검토하였다.

• 한국안전학회지
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• 제21권3호
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• pp.73-80
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• 2006

Generally beam design depends on the yielding and maximum strength of each member varying with its section shape. Web plate of H-shape beam has not been substituted with glass plate, because it is known that its strength and heat properties are different and it is limited to substitute the existing steel web with glass element. Ceiling height of each room should be decreased with more than 60-80cm due to the beam. Differently from this condition, glass web beam has a good point to see through it and sunshine can be penetrate into the other size especially when it is installed as of outside wall. And also, it can be safer due to controlling room inside easier, if the strength is applicate. This study is to show some applicability after finding out the properties using the test. The test members with a size of $1,600{\times}200{\times}300{\times}9mm$ being SS41 rolled steel having THK 9mm flange while having 8,10mm and reinforced glass 12mm thickness is bonded with epoxy bond under the condition of temperature $28^{\circ}C$, humidity 50%, bonding power 24Mpa. It is show reinforced glass has 5 times of fracture stress more than the common glass but $50{\sim}150%$ difference between these 2 kinds of glass was shown. Reinforce glass did not support the original upper flange after fracture but the common glass did the upper flange after unloading. Generally reinforced glass is stronger than the common one but the common glass having a part of crack on it, compared with reinforced glass having the overall fracture could be more useful in case of needing ductility.

• 한국강구조학회 논문집
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• 제23권5호
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• pp.615-627
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• 2011

강구조에서 약축에 대한 접합기술 및 연구는 소수의 연구자들에 의해 진행되고 있으며, 연구실적 및 접합부 기술발전의 성과가 많이 부족한 실정이다. 기존 브라켓타입의 약축접합부는 효율적인 시공성 및 $CO_2$배출량의 저감을 위하여 개선될 필요가 있으며, 구조성능이 우수하고 $CO_2$배출량이 적은 새로운 형태의 약축접합부로 대체되어야 할 것이다. 그러나 새로운 형태의 약축접합부는 구조성능의 검증 및 안전성에 대한 검토가 선행되어야 하며, $CO_2$저감에 관한 연구가 진행되어야 할 것으로 판단된다. 따라서 본 연구는 기존 브라켓타입의 약축접합부, 표준약축접합부 및 초간편 약축접합부를 대상으로 구조성능을 검토하였으며, 약축접합에 필요한 접합재료의 소요수량 및 $CO_2$배출량을 정량적으로 평가하였다. 그 결과, 초간편 약축접합부가 구조성능이 우수하고, $CO_2$배출량도 적으며, 접합재료의 소요수량이 적기 때문에 시공성이 우수하여 기존 브라켓타입의 약축접합부를 대체할 수 있을 것으로 판단된다.