• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2020년도 봄 학술논문 발표대회
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• pp.96-97
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• 2020

Polymer modified cement mortar (PCM) is commonly used as a repair material. However, in high-temperature environments such as fire, it is more likely to explode than cement mortar. The polymer is thermally decomposed at a high temperature to form a gas, and the gas remaining inside the structure increases the internal pressure to generate a burst. When an spalling occurs, the coating is peeled off and dropped, and high temperature is transmitted to the inside of the structure. In severe cases, even the reinforcing bar is exposed, which can lead to the collapse of the structural member due to severe loss of strength. In this study, in order to reduce spalling of PCM, a fiber mixing method was selected from the refractory method to find an appropriate blending ratio of fibers and polymers.

• 대한치과교정학회지
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• 제37권4호
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• pp.283-292
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• 2007

새로운 접착 시스템의 개발로 브라켓의 접착 과정이 단순화되고 있는 추세이다. 본 연구에서는 통상적인 산 부식 방법과 더불어 수종의 교정용 및 수복용 self etching primer를 이용하여 브라켓을 접착한 후 전단결합강도를 측정하고 접착 파절 양상을 비교함으로써 self etching primer 유용성을 평가하였다. 교정 치료를 위해 발거한 상, 하악 소구치 75개를 레진 블록에 매몰하여 시편을 제작하였고, 산 부식이 필요한 Transbond XT primer와, 4종의 self etching primer (Transbond Plus Self Etching Primer, Unifill Bond, Clearfil SE bond, Adhese)를 각각 이용하여 브라켓을 접착한 후, 만능시험기로 전단결합강도를 측정하고, 브라켓 기저면을 광학현미경으로 관찰하여 접착 파절 양상을 관찰하였다. 접착제 잔류지수를 비교한 결과, 통계적으로 유의한 차이는 없었으나, 인산 처리군이 self etching primer 처리군에서 보다 낮은 값을 보여, self etching primer 처리군이 인산 처리군 보다 법랑질-레진 접착계면 부위에서의 파절이 많이 일어나는 경향이 있었음을 알 수 있었다. Self etching primer 처리군에서의 전단결합강도는 37% 인산 처리군의 전단결합강도보다 낮았지만(p < 0.05), 임상적으로 유용한 수준 이상이었으며, self etching primer 처리군 내에서 각각의 전단결합강도는 유의한 차이를 보이지 않았다 (p > 0.05). 따라서 self etching primer를 이용할 경우, 기존의 산 부식법에 비하여 다소 낮은 전단결합강도를 보이지만 임상적으로 충분히 사용 가능하다고 생각된다.

• 구강회복응용과학지
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• 제19권4호
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• pp.269-279
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• 2003

This study investigated the mechanical properties of precious metal-ceramic alloy joined by the laser-welding and the soldering compared with the parent metal. Twenty-four tensile specimens were cast in precious metal-ceramic alloy and divided into three groups of eight. All specimens in the control group(group 1) were left in the as-cast condition. Group 2 and 3 were the test specimens, which were sectioned at the center. Eight of sectioned specimens were joined by soldering with a propane-oxygen torch, and the remaining specimens were joined by laser-welding. After joining, each joint diameter was measured, and then tested to tensile failure on an Instron machine. Failure loads were recorded, and then fracture stress(ultimate tensile strength), 0.2% yield strength and % elongation calculated. These data for three groups were subjected to a one-way analysis of variance(ANOVA). Neuman-Keuls post hoc test was then used to determine any significant differences between groups. The fracture locations, fracture surfaces were examined by SEM(scanning electron microscope). The results were as follows: 1) The tensile strength and 0.2% yield strength of the soldered group($280.28{\pm}49.35MPa$, $160.24{\pm}26.67MPa$) were significantly less than both the as-cast group($410.99{\pm}13.07MPa$, $217.82{\pm}17.99MPa$) and the laser-welded group($383.56{\pm}59.08MPa$, $217.18{\pm}12.96MPa$). 2) The tensile strength and 0.2% yield strength of the laser-welded group were about each 98%, 99.7% of the as-cast group. There were no statistically significant differences in these two groups(p<0.05). 3) The percentage elongations of the soldered group($3.94{\pm}2.32%$) and the laser-welded group($5.06{\pm}1.08%$) were significantly less than the as-cast group($14.25{\pm}4.05%$) (p<0.05). 4) The fracture of the soldered specimens occurred in the solder material and many porosities were showed at the fracture site. 5) The fracture of the laser-welded specimens occurred also in the welding area, and lack of fusion and a large void was observed at the center of the fracture surface. However, the laser-welded specimens showed a ductile failure mode like the as- cast specimens. The results of this study indicated that the tensile strengths of the laser-welded joints were comparable to those of the as-cast joints and superior to those of the soldered joints.

• Restorative Dentistry and Endodontics
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• 제18권2호
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• pp.357-367
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• 1993

The purpose of this study was to evaluate the fracture strength of class II restored premolars with amalgam, posterior composite, amalgam - Ketac silver, resin - Ketac silver restorations at marginal ridge. Fifty extacted maxillary and mandibular premolar teeth that were caries free, fracture free, and restoration free were selected and randomly divided into five groups : Group 1 : 10 intact teeth, Group 2 : 10 teeth with class II cavities and restored with, amalgam, Group 3: 10 teeth with class II cavities and restored with posterior resin, Group 4 : 10 teeth with class II cavities and restored with amalgam - ketac silver, Group 5 : 10 teeth with class II cavities and restored with resin - Ketac silver. All teeth were mounted in base of dental stone within metal rings of 2cm diameter, exposing only the crown portion. Class II mesio - occlusal or disto - occlusal cavities were prepared into specimens of Group 2 through 5 by using a No. 710 fissure bur. The occlusal portion was prepared to a faciolingual width of 1.5mm and a pulpal depth of 1.5mm. The proximal protion was prepared to a faciolingual width of 4mm, a occlusogingival height of 4mm, and a gingival floor of 1.5mm. The teeth in Group 2 and 3 were resotored with silver amalgam apd posterior resin respectively. In Group 4 and 5, proximal portions were first filled with Ketac silver 1.5mm gingivally and remaining cavities were restored with amalgam and posterior resin respectively. All specimens were stored in 100 % relative humidity at $37^{\circ}C$ for 48 hours before testing. All teeth were subjected to a compressive load in a Universal Instron Testing Machine at marginal ridges. The loads required to fracture the restorations were recorded in killograms and the data obtained were subjected to statisticall analysis. The results were all follows : 1. The fracture strength of Group 1 which were unprepared were $100{\pm}10.1\;kg$ and the higher values than Group 2, 3, 4, 5 which were prepared and resotred. 2. In restored groups, Group 2 had the higher fracture strength($81.8{\pm}12.4\;kg$) than other groups and Group 4 had the lowest fracture strength($66.8{\pm}9.2kg$). 3. There were significant differences between fracture strength of between Group 1 and Group 3, 4, 5(P<0.05), but not significant difference between fracture strength of Group 2, 3, 4, 5(P>0.05).

• 대한치과교정학회지
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• 제34권5호
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• pp.429-438
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• 2004

본 연구는 Plasma arc light를 이용하여 금속 브라켓의 부착시 광조사 방향, 중합시간 그리고 경화시간이 전단결합강도에 미치는 영향을 평가하기 위해서 시행되었다. 240개의 발거된 소구츠를 16군으로 나눈 후. 광중합기(Plasma arc light와 Halogen light), 중합시간(Plasma arc light 2. 4. 6초와 Halogen light 20초). 그리고 광조사 방향(Vertical 방향과 Oblique 방향)을 다르게 하여 브라켓을 부착하였다. 광증합 접착제는 Transbond XT를 이용하였으며 브라켓 부착 후 5분과 24시간 후에 만능물성시험기를 이용하여 전단결합강도를 측정하였다. 결과는 다음과 같다. 광중합기의 종류와 중합시간에 관계없이 Vertical군과 Oblique군간의 전단결합강도는 유의한 차이가 없었다.(p>0.05) Plasma arc light를 이용하여 2초 동안 광중합한 군들의 전단결합강도는 다른 중합시간의 군들보다 현저히 낮았다(P<0.05). 부착 5분 후의 전단결합강도는 24시간 후보다 현저히 낮았다(P<005), ARI 점수는 군들 간에 통계적으로 유의한 차이가 없었다. 이상의 결과는 plasma arc light를 사용한 금속 브라켓의 부착시 광조사 방향은 전단결합강도에 영향을 끼치지 않으며. Halogen light와 유사한 결합강도를 얻기 위해서는 4초 이상의 중합시간이 필요함을 시사한다.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1991년도 가을 학술발표회 논문집
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• pp.133-138
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• 1991

The aim of the present paper is to develop a computer program predicting ultimate fracture strength of initially cracked structure under monotonically increasing external loads. For this purpose, two kinds of 3-D isoparametric solid elements, one 6-node wedge element and another 8-node brick element are formulated along the small deformation theory. Plasticity in the element is checked using von Mises' yield criterion. Elasto-plastic stiffness matrix of the element is calculated taking account of strain hardening effect. If the principal strain at crack tip which is one nodal point exceeds the critical strain dependin on the material property, crack tip is supposed to be opened and the crack tip node which was previously constrained in the direction perpendicular to the crack line is released. After that, the crack lay be propagated to the adjacent node. Once a crack tip node is fractured, the energy of the newly fractured node should be released which is to be absorbed by the remaining part. The accumulated reaction force which was carried by the newly fractured node so far is then applied in the opposite direction. During the action of crack tip relief force, since unloading may be occured in the plastic element, unloading check should be made. If a plastic element unloads, elastic stress-strain equation is used in the calculation of the stiffness matrix of the element, while for a loading element, elasto-plastic stress-strain equation is continuously used. Verification of the computer program is made comparing with the experimental results for center cracked panel subjected to uniform tensile load. Also some factors affecting ultimate fracture strength of initially cracked plate are investigated. It is concluded that the computer program developed here gives an accurate solution and becomes useful tool for predicting ultimate fracture load of initially cracked structural system under monotonically increasing external loads.

• The Journal of Korean Physical Therapy
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• 제27권6호
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• pp.419-424
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• 2015

Purpose: This study aimed to evaluate the effects of lumbar stabilization exercise on the abdominal muscle-back muscle ratio in white-collar workers. Methods: Forty white-collar workers without any pain who worked at an information technology (IT) company located in the Gyeonggi province were included in this study. Of these, 20 subjects were randomly allocated to the lumbar stabilization exercise group, whereas the remaining 20 were randomly allocated to the control group. The lumbar stabilization exercise group performed a 40-minute-long exercise once a week for 8 weeks. The strength of the abdominal and back muscles was measured using the CENTAUR 3-D Spatial Rotation Device (BFMC, Germany). Data analysis was conducted using SPSS 18.0 for Windows. The Paired t-test was performed to compare the values measured before and after exercise within each group. The independent sample t-test was performed to analyze the differences between the 2 groups. The statistical significance for all the analyses was set at .05. Results: The strength of the abdominal muscles after the exercise significantly differed between the lumbar stabilization exercise group and the control group (p<0.05). However, the increase in the abdominal muscle-back muscle ratio was significant in only the lumbar stabilization exercise group (p<0.05), but not in the control group (p>0.05). Conclusion: The improvement of the abdominal muscle-back muscle ratio through lumbar stabilization exercise may have positive effects on lumbar stabilization. Moreover, lumbar stabilization exercise is considered beneficial for the prevention of back pain and musculoskeletal diseases.

• 대한치과교정학회지
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• 제45권4호
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• pp.164-170
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• 2015

Objective: The aim of this study was to compare the shear bond strength (SBS) of orthodontic brackets bonded to zirconia surfaces using three different zirconia primers and one silane primer, and subjected to thermocycling. Methods: We designed 10 experimental groups following the surface treatment and thermocycling. The surface was treated with one of the following method: no-primer (NP), Porcelain Conditioner (PC), Z-PRIME Plus (ZP), Monobond Plus (MP) and Zirconia Liner Premium (ZL) (n=20). Then each group was subdivided to non-thermocycled and thermocycled groups (NPT, PC, ZPT, MPT, ZLT) (n=10). Orthodontic brackets were bonded to the specimens using $Transbond^{TM}$ XT Paste and light cured for 15 s at $1,100mW/cm^2$. The SBS was measured at a 1 mm/min crosshead speed. The failure mode was assessed by examination with a stereomicroscope and the amount of bonding resin remaining on the zirconia surface was scored using the modified adhesive remnant index (ARI). Results: The SBS of all experimental groups decreased after thermocycling. Before thermocycling, the SBS was ZL, $ZP{\geq}MP{\geq}PC>NP$ but after thermocycling, the SBS was $ZLT{\geq}MPT{\geq}ZPT>PCT=NPT$ (p > 0.05). For the ARI score, both of the groups lacking primer (NP and NPT) displayed adhesive failure modes, but the groups with zirconia primers (ZP, ZPT, MP, MPT, ZL, and ZLT) were associated with mixed failure modes. Conclusions: Surface treatment with a zirconia primer increases the SBS relative to no-primer or silane primer application between orthodontic brackets and zirconia prostheses.

• 한국구조물진단유지관리공학회 논문집
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• 제16권5호
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• pp.11-18
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• 2012

철근콘크리트 구조물은 시간의 흐름과 환경의 변화에 의하여 노후화 및 부실화가 진행된다. 따라서 강도와 사용성이 저하되고, 결국에는 구조물 수명의 단축은 물론, 안전성도 줄어든다. 따라서 본 연구에서는 성능저하로 안전성이 떨어진 구조물의 내하력을 증진시키고, 기존 공법보다 내구성을 향상시켜서 구조물의 수명을 증가시키는 보강공법을 개발하고자 하였다. 이를 위해 보강재 양을 쉽게 조절할 수 있고 기존 콘크리트 구조물과 보강재를 일체화시킴으로서 하중재하 시에 보강재와 기존 콘크리트가 같이 거동할 수 있도록 진공함침을 이용하는 보강공법을 개발하였다. 휨 실험의 경우, 진공함침으로 2겹에 해당하는 보강, 섬유시트 2겹 보강, 진공함침으로 1겹 에 해당하는 보강, 섬유시트 1겹 보강, 무보강한 실험체의 순으로 최대강도를 보였다. 또한, 섬유보강재가 열악한 환경에 노출되었을 때의 내구성에 대한 확인결과, 모든 환경에 대한 잔류 인장강도가 90% 이상을 상회하였다. 이는 본 연구에 사용된 섬유보강재가 열악한 환경에 대해 저항성이 우수하기 때문으로 판단된다.

• Earthquakes and Structures
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• 제8권3호
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• pp.761-778
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• 2015

The objective of this paper is to report the result of an experimental program conducted on the strengthening of nonductile RC frames by using external mesh reinforcement and plaster application. The main objective was to test an alternative strengthening technique for reinforced concrete buildings, which could be applied with minimum disturbance to the occupants. Generic specimen is two floors and one bay RC frame in 1/2 scales. The basic aim of tested strengthening techniques is to upgrade strength, ductility and stiffness of the member and/or the structural system. Six specimens, two of which were reference specimens and the remaining four of which had deficient steel detailing and poor concrete quality were strengthened and tested in an experimental program under cyclic loading. The parameters of the experimental study are mesh reinforcement ratio and plaster thickness of the infilled wall. The effects of the mesh reinforced plaster application for strengthening on behavior, strength, stiffness, failure mode and ductility of the specimens were investigated. Premature and unexpected failure mode has been observed at first and second specimens failed due to inadequate plaster thickness. Also third strengthened specimen failed due to inadequate lap splice of the external mesh reinforcement. The last modified specimen behaved satisfactorily with higher ultimate load carrying capacity. Externally reinforced infill wall composites improve seismic behavior by increasing lateral strength, lateral stiffness, and energy dissipation capacity of reinforced concrete buildings, and limit both structural and nonstructural damages caused by earthquakes.