• 제목/요약/키워드: stainless steel wire

검색결과 175건 처리시간 0.023초

전기도금한 교정용 스테인레스스틸 선재의 세포독성에 관한 연구 (Evaluation of cytotoxicity of electroplated stainless steel orthodontic wire)

  • 이계형;조진형;이기헌;황현식
    • 대한치과교정학회지
    • /
    • 제35권2호
    • /
    • pp.127-136
    • /
    • 2005
  • 광도 차이를 보이지 않았지만 전기도금한 선재 (p<0.001). 스테인레스스틸 선재 (p <0.05). 구리 (p<0.001) 는 배지만을 첨가한 경우보다 통계적으로 유의한 흡광도 감소를 보였다 ISO 10993, part 5에 따라 구리는 "강한 독성"을 보이는 반면 티타늄과 스테인레스스틸 선재는 "무독성". 그리고 전기도금 선재는 "중등도 독성"으로 나타났다 이상의 결과는 전기도금을 이용하여 교정용 선재의 직경을 증가시키는 방법이 임상에 적용되기 위해서는 세포독성을 줄이기 위한 추가의 연구가 필요함을 시사하였다.

교정용 스테인리스강선재의 물리적 성질에 관한 비교연구 (A COMPARATIVE STUDY ON PHYSICAL PROPERTIES OF ORTHODONTIC STAINLESS STEEL WIRES)

  • 권오원;손병화
    • 대한치과교정학회지
    • /
    • 제15권2호
    • /
    • pp.163-174
    • /
    • 1985
  • The requirements of orthodontic wire should include chemical stability, non-discoloration and non-corrosion in oral environment. Ability to be soldered, ease of fabrication and elasticity should be also considered. The purpose of this study was to compare and analyze the physical properties of Tru-chrome wire and manufactured E.S.S. (Experimental Stainless Steel) wire similar to Tru-chrome. The results were as follows: 1. Tru-chrome wire and E.S.S. wire were SUS 304 which was 18 Cr-8Ni austenite stainless steel. There was not significant difference in each composition between two wires. 2. There were not significant differences in ultimate tensile strength, yield strength, elongation and modulus of elasticity between Tru-chrome and E.S.S. wires. 3. There was not significant difference between flexuree modulus of elasticity of Tru-chrome and E.S.S. wires. 4. Micro-hardness value of E.S.S. wire was more than that of Tru-chrome wire and they were softened significantly by solution heat reatment. 5. Micro-structure of Tru-chrome and E.S.S. wires showed fibrous interlocking grains, and an austenite structure after solution heat treatment. 6. There was significant difference between corrosion rate of Tru-chrome and E.S.S. wires.

  • PDF

열처리가 냉간가공한 stainless steel wire의 복원양상에 미치는 영향 (EFFECTS OF LOW-TEMPERATURE HEAT TREATMENT ON ELASTIC MEMORY PROCESS OF COLD WORKED STAINLESS STEEL WIRE)

  • 오정세;박수병;손우성
    • 대한치과교정학회지
    • /
    • 제22권3호
    • /
    • pp.647-656
    • /
    • 1992
  • The purpose of this study was to evaluate the elastic memory process in cold worked stainless steel wire and the effect of heat treatment on it. 0.018 inch round and $0.019\times0.025$ inch rectangular wire (ORMCO stainless wire) were used in this study. Each wire type had 4 groups: non-heat treatment group, furnace heat treatment group, electric current heat treatment group, and bending after heat treatment group. Each group was consisted of 10 specimens. With the Jig, each wire was bent into v-shape uniformly, and width of two free ends of each v-shaped wire was measured by caliper (to the point of 0.1 mm correctly) at time interval of offjig, after heat treatment, 1, 2, 3, 4 hours, 1, 2, 3, 4, 5, 6 days, 1, 2, 3, 4 weeks after. The results were as follows: 1. In non-heat treatment group and bending after heat treatment group, elastic memory process was occured $60\%$ within 1 hour, and more than $90\%$ within 1 week. 2. In furnace and electric current heat treatment group, almost all elastic memory process was occured during teat treatment, and then specimen was stabilized dimensionally. 3. Magnitude of deformation by elastic memory was greater in heat treatment group than non heat treatment group and bending after heat treatment group. 4. There was no remarkable difference in deformation pattern between 0.018 inch round wire and $0.019\times0.025$ inch rectangular wire.

  • PDF

Strengthening of axially loaded concrete columns using stainless steel wire mesh (SSWM)-numerical investigations

  • Kumar, Varinder;Patel, P.V.
    • Structural Engineering and Mechanics
    • /
    • 제60권6호
    • /
    • pp.979-999
    • /
    • 2016
  • Stainless steel wire mesh (SSWM) is an alternative material for strengthening of structural elements similar to fiber reinforced polymer (FRP). Finite element (FE) method based Numerical investigation for evaluation of axial strength of SSWM strengthened plain cement concrete (PCC) and reinforced cement concrete (RCC) columns is presented in this paper. PCC columns of 200 mm diameter with height 400 mm, 800 mm and 1200 mm and RCC columns of diameter 200 mm with height of 1200 mm with different number of SSWM wraps are considered for study. The effect of concrete grade, height of column and number of wraps on axial strength is studied using finite element based software ABAQUS. The results of numerical simulation are compared with experimental study and design guidelines specified by ACI 440.2R-08 and CNR-DT 200/2004. As per numerical analysis, an increase in axial capacity of 15.69% to 153.95% and 52.39% to 109.06% is observed for PCC and RCC columns respectively with different number of SSWM wraps.

인공타액하에서 교정선과 Bracket간의 마찰력에 대한 연구 (FRICTIONAL FORCES BETWEEN ORTHODONTIC WIRE AND BRACKET UNDER ARTIFICIAL SALIVA)

  • 고정석;양규호
    • 대한치과교정학회지
    • /
    • 제18권1호
    • /
    • pp.55-63
    • /
    • 1988
  • It has been suggested that the frictional force between bracket and arch wire may impede the tooth movement. The present study was aimed to compare and analyze the effect of wire size, type of ligation, and duration of ligation on the magnitude of frictional force between cobalt chromium wire and stainless steel bracket under the artificial saliva. The results were as follows: 1. Type of ligation and size of wire were the main influencing factor on the level of friction. 2. Stainless steel ligature generated higher frictional forces than elastomeric module. 3. The rectangular wire consistently exhibited more frictional force values than round wires, while there was no significant difference between frictional forces of round wires. 4. In elastic ligature, frictional force decreased with time. 5. Artificial saliva had no significant influence on the frictional force between cobalt chromium wire and bracket.

  • PDF

내진 모사하중에 의한 스테인레스강 와이어 보강 교각의 응답 (Response of Bridge Piers Retrofitted by Stainless Steel Wire under Simulated Seismic Loading)

  • 최준혁;김성훈;이도형
    • 한국강구조학회 논문집
    • /
    • 제21권4호
    • /
    • pp.343-350
    • /
    • 2009
  • 본 연구에서는, 비내진 설계된 철근콘크리트 교각에 대해 스테인레스강 와이어 메쉬와 고강도 침투성 폴리머 몰탈을 사용한 내진보강 기법을 제안하였다. 본 연구의 목적을 위해, 총 6본의 비내진 설계된 교각 실험체에 대해 반복 가력 실험을 수행하였다. 실험결과, 주철근 겹이음을 갖는 비내진 설계된 교각 실험체에 대한 내진보강이 필요하다는 것을 알 수 있었고, 본 연구에서 제안된 보강 기법은, 비내진 설계된 교각의 강도, 강성 및 에너지 소산능력에 증진 효과가 있음을 알 수 있었다. 또한, 제안된 보강 기법은 비탄성 변위 영역을 경험하는 교각의 강도 저감 완화와 함께 연성도 증진에도 효과가 있을 것으로 기대된다.

Fatigue resistance, debonding force, and failure type of fiber-reinforced composite, polyethylene ribbon-reinforced, and braided stainless steel wire lingual retainers in vitro

  • Foek, Dave Lie Sam;Yetkiner, Enver;Ozcan, Mutlu
    • 대한치과교정학회지
    • /
    • 제43권4호
    • /
    • pp.186-192
    • /
    • 2013
  • Objective: To analyze the fatigue resistance, debonding force, and failure type of fiber-reinforced composite, polyethylene ribbon-reinforced, and braided stainless steel wire lingual retainers in vitro. Methods: Roots of human mandibular central incisors were covered with silicone, mimicking the periodontal ligament, and embedded in polymethylmethacrylate. The specimens (N = 50), with two teeth each, were randomly divided into five groups (n = 10/group) according to the retainer materials: (1) Interlig (E-glass), (2) everStick Ortho (E-glass), (3) DentaPreg Splint (S2-glass), (4) Ribbond (polyethylene), and (5) Quad Cat wire (stainless steel). After the recommended adhesive procedures, the retainers were bonded to the teeth by using flowable composite resin (Tetric Flow). The teeth were subjected to 10,00,000 cyclic loads (8 Hz, 3 - 100 N, $45^{\circ}$ angle, under $37{\pm}3^{\circ}C$ water) at their incisoproximal contact, and debonding forces were measured with a universal testing machine (1 mm/min crosshead speed). Failure sites were examined under a stereomicroscope (${\times}40$ magnification). Data were analyzed by one-way analysis of variance. Results: All the specimens survived the cyclic loading. Their mean debonding forces were not significantly different (p > 0.05). The DentaPreg Splint group (80%) showed the highest incidence of complete adhesive debonding, followed by the Interlig group (60%). The everStick Ortho group (80%) presented predominantly partial adhesive debonding. The Quad Cat wire group (50%) presented overlying composite detachment. Conclusions: Cyclic loading did not cause debonding. The retainers presented similar debonding forces but different failure types. Braided stainless steel wire retainers presented the most repairable failure type.

looped wire의 하중변형도와 열처리에 의한 변화 (THE LOAD DEFLECTION RATE OF LOOPED WIRE AND ITS CHANGE BY HEAT TREATMENT)

  • 이용국
    • 대한치과교정학회지
    • /
    • 제16권1호
    • /
    • pp.133-144
    • /
    • 1986
  • This study was conducted to evaluate the effects of loop formation and heat treatment upon the elastic properties of orthodontic wires. The specimens selected were .016', .018', .016x.022', and .018x.022' sized stainless steel (standard) and cobalt-chromium-nickel wires, and were divided into 7 groups as; 1. straight non-heat treated 2. U looped non-heat treated 3. L looped non-heat treated 4. Circle looped non-heat treated 5. U looped heat treated 6. L looped heat treated 7. Circle looped heat treated Heat treatment was performed in Big Jane furnace at 850' F for 3 minutes. The elastic limit and the elastic range of each specimen were determined by bending test, and load deflection rate was computed from those values. The findings were as follows; 1. The formation of loop resulted in increased load-deflection rate for both stainless steel and cobalt-chromium-nickel wires. 2. The heat treated group showed higher load-deflection rate than non-heat treated group, which was more apparent in cobalt-chromiumnickel wire than in stainless steel wire. 3. L loop had the highest load-deflection rate among 3 types of loops, followed by U loop and circle loop. 4. The specimens with greater diameter displayed the more increase in load-deflection rate by looping and heat treatment.

  • PDF

부적절하게 수복된 stainless steel crown에 의해 야기된 하악 제1대구치 이소맹출의 치험례 (TREATMENT OF ECTOPIC ERUPTING MANDIBULAR FIRST PERMANENT MOLAR CAUSED BY IMPROPERLY RESTORED STAINLESS STEEL CROWN : CASE REPORT)

  • 박주석;최병재;손흥규
    • 대한소아치과학회지
    • /
    • 제27권1호
    • /
    • pp.98-102
    • /
    • 2000
  • 이소맹출이란 영구치열의 발육 과정중에 국소적 맹출장애로 인하여 정상적 위치에서 벗어난 치아의 맹출을 말한다. 일반적으로 이소맹출은 $2\sim6%$정도의 이환율을 보이고, 제1대구치에서 호발하며 주로 상악에서 많이 나타나고 하악에서는 드물다. 이소맹출의 원인은 국소적 원인으로 부적절한 치열궁 길이, 상악 후방부의 성장 부족, 제1대구치의 근심 맹출, 비정상적으로 큰 제 1대구치 등이 있고, 유전적인 원민으로 나타날 수도 있으며, 부적절하게 형성된 stainless steel crown에 의해서도 유발될 수 있다. 이소맹출된 치아중 66%는 가역성이므로 $3\sim6$개월 정도의 관찰 기간이 요구된다고 하였으며, 비가역성 이소맹출인 경우에는 brass wire나 elastic separator를 이용한 비교적 간단한 치료 방법, 제2유구치의 distal discing, Humphrey appliance 등과 같이 제2유구치를 유지하면서 치료하는 방법 및 제2유구치 발거후 가철식 장치나 cervical traction headgear를 이용하는 방법 등이 소개되고 있다. 본 증례는 연세대학교 치과대학병원 소아치과에 내원한 7세된 남환아로 구강 검사 및 방사선 사진 검사 결과, 4년전 개인 치과의원에서 수복된 우측 하악 제2유구치의 stainless steel crown에 우측 하악 제 1대구치가 고착되어 근심으로 심하게 경사된 양상을 보였다 원인이 stainless steel crown을 제거하고, Humphrey appliance를 제작하여 장착하였으며, 약 10주 후에 고착 상태가 해소되었다. 본 증례에서와 같이 이소맹출은 부적절하게 형성된 stainless steel crown에 의해 일어날 수 있으므로, stainless steel crown의 수복 치료에 있어서, 적절한 크기의 선택, trimming 및 contouring 등이 매우 중요하다.

  • PDF

Comparison of the frictional characteristics of aesthetic orthodontic brackets measured using a modified in vitro technique

  • Arici, Nursel;Akdeniz, Berat Serdar;Arici, Selim
    • 대한치과교정학회지
    • /
    • 제45권1호
    • /
    • pp.29-37
    • /
    • 2015
  • Objective: The coefficients of friction (COFs) of aesthetic ceramic and stainless steel brackets used in conjunction with stainless steel archwires were investigated using a modified linear tribometer and special computer software, and the effects of the bracket slot size (0.018 inches [in] or 0.022 in) and materials (ceramic or metal) on the COF were determined. Methods: Four types of ceramic (one with a stainless steel slot) and one conventional stainless steel bracket were tested with two types of archwire sizes: a $0.017{\times}0.025$-in wire in the 0.018-in slots and a $0.019{\times}0.025$-in wire in the 0.022-in slot brackets. For pairwise comparisons between the 0.018-in and 0.022-in slot sizes in the same bracket, an independent sample t-test was used. One-way and two-way analysis of variance (ANOVA) and Tukey's post-hoc test at the 95% confidence level (${\alpha}$ = 0.05) were also used for statistical analyses. Results: There were significant differences between the 0.022-in and 0.018-in slot sizes for the same brand of bracket. ANOVA also showed that both slot size and bracket slot material had significant effects on COF values (p < 0.001). The ceramic bracket with a 0.022-in stainless steel slot showed the lowest mean COF (${\mu}$ = 0.18), followed by the conventional stainless steel bracket with a 0.022-in slot (${\mu}$ = 0.21). The monocrystalline alumina ceramic bracket with a 0.018-in slot had the highest COF (${\mu}$ = 0.85). Conclusions: Brackets with stainless steel slots exhibit lower COFs than ceramic slot brackets. All brackets show lower COFs as the slot size increases.