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섬유강화복합재(FibreKor)의 굽힘특성
DC Field | Value | Language |
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dc.contributor.author | 박렬 | - |
dc.date.accessioned | 2015-11-22T07:52:41Z | - |
dc.date.available | 2015-11-22T07:52:41Z | - |
dc.date.issued | 2004 | - |
dc.identifier.uri | https://ir.ymlib.yonsei.ac.kr/handle/22282913/128845 | - |
dc.description | 치의학과/석사 | - |
dc.description.abstract | [한글] 본 연구의 목적은 partially polymerized FRC인 FibreKor(r)(Jeneric/Pentron, Wallingford, USA)의 굽힘모멘트(bending moment)를 측정하고 굽힘계수(flexural modulus)를 계산하여 단면모양 및 크기에 따라 어떤 차이가 있는지를 알아봄으로써 FRC의 임상적 사용에 도움을 주고자 함이다. 이를 위해 FibreKor(r) 직사각형단면(폭경:3mm)1, 2, 3겹과 원형단면(지름:0.45mm)1, 2, 3겹 그리고 비교를 위해 임상적으로 많이 사용되는 017×025인치 stainless steel archwire(Ormco, USA)등 총 7실험군에 대해 각 5 sample씩 35 sample을 대상으로 항복굽힘모멘트(Yield bending moment) (3도 offset), 굽힘강성(Flexural stiffness), 굽힘계수(Flexural modulus) 등을 측정 및 계산하여 다음과 같은 결과를 얻었다. 1. 017×025인치 stainless steel archwire의 항복굽힘모멘트를 1로 했을 때 직사각형 단면1, 2, 3겹과 원형단면1, 2, 3겹 FibreKor(r)는 각각 0.24, 0.37, 0.64, 0.69, 1.11, 1.28이었다. 2. 017×025인치 stainless steel archwire의 굽힘강성을 1로 했을 때 직사각형단면 1, 2, 3겹과 원형단면1, 2, 3겹 FibreKor(r)는 각각 0.09, 0.20, 0.35, 0.37, 0.76, 0.98 이었다. 3. 017×025인치 stainless steel archwire의 굽힘계수를 1로 했을 때 직사각형단면1, 2, 3겹과 원형단면1, 2, 3겹 FibreKor(r)는 각각 0.16, 0.04, 0.02, 0.06, 0.01, 0.006으로서 일정하지 않았다. [영문]The purpose of this study was to investigate the flexural stiffness and the flexural modulus of FibreKor(r)(Jeneric/Pentron Inc., Wallingford, USA), which is one of the partially polymerized FRC, according to its cross-sectional shape and size. Rectangular FibreKor(r)(width:3mm) 1, 2, 3 layers, circular FibreKor(r) (diameter:0.45mm) 1, 2, 3 layers and 017×025inch stainless steel archwire(Ormco, USA) were tested to measure and calculate the Yield bending moment(offset: 3degree), Flexural stiffness and Flexural modulus. The results were as follows. 1. When the yield bending moment of 017×025inch stainless steel archwire was supposed to be 1, those of the rectangular FibreKor(r) 1, 2, 3 layers, circular FibreKor(r) 1, 2, 3 layers were 0.24, 0.37, 0.64, 0.69, 1.11 and 1.28 respectively. 2. When the flexural stiffness of 017×025inch stainless steel archwire was supposed to be 1, those of the rectangular FibreKor(r) 1, 2, 3 layers, circular FibreKor(r) 1, 2, 3 layers were 0.09, 0.20, 0.35, 0.37, 0.76 and 0.98 respectively. 3. When the flexural modulus of 017×025inch stainless steel archwire was supposed to be 1, those of the rectangular FibreKor(r) 1, 2, 3 layers, circular FibreKor(r) 1, 2, 3 layers were 0.16, 0.04, 0.02, 0.06, 0.01 and 0.006 respectively. | - |
dc.description.statementOfResponsibility | open | - |
dc.publisher | 연세대학교 대학원 | - |
dc.rights | CC BY-NC-ND 2.0 KR | - |
dc.rights.uri | https://creativecommons.org/licenses/by-nc-nd/2.0/kr/ | - |
dc.title | 섬유강화복합재(FibreKor)의 굽힘특성 | - |
dc.title.alternative | Flexural characteristics of the Fiber Reinforced Composite(FibreKor®) | - |
dc.type | Thesis | - |
dc.contributor.alternativeName | Park, Yeul | - |
dc.type.local | Thesis | - |
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