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THE PROPERTIES OF THE THE PROPERTIES OF THE ORTHODONTIC ARCHES ORTHODONTIC ARCHES

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  • THE PROPERTIES OF THE THE PROPERTIES OF THE ORTHODONTIC ARCHESORTHODONTIC ARCHES

  • OUTLINEOUTLINE FlexibilityCross sectionLengthMaterial properties FrictionImportance of the ligaturesMaterial propertiesCross section importance

  • Stiffness and the cross-sectional Stiffness and the cross-sectional dimensiondimension

    of the wiresof the wires The form of cross

    section The variation of cross

    section size

  • Stiffness and the lengthStiffness and the lengthof the wiresof the wires

    The connection between the length of the wire and the inter bracket distance

    loop

  • The possibility of the enlarge of The possibility of the enlarge of the lengththe length of wiresof wires

  • Loop systems

    Upper retractor Lower retractor Delta loop

  • Utility and the sectional arch

  • Stiffness and the materialStiffness and the materialof the wiresof the wires

    Gold alloy Iron alloy Titan alloy

  • Three-point bending test

    L=10mm Bending 5mm

  • Gold alloy

    Nowadays uses only as a coat material

    A TMA wires stiffness similar with the gold arches

  • Iron alloy

    Iron with Chrome-nickel Iron with Cobalt-chrome-nickel

  • Cobalt-Chrome-nickel-ironElgiloy

    Material: Cobalt(40%) Chrome(20%) Nickel(0,15%), Molibden(7%),

    Manganese(2%), Beryllium(0,04%) Carbon(15%), Iron(15,81%)

    Annealing

  • Titan alloy

    in the martensitic form stabilised titan alloy

    in the austenitic form stabilised titan alloy

    Super elastic alloycu NiTi

  • Austenitic form stabilised titan alloy

    titan molybdenum wire

    TMA arch (beta-titanium)

  • In the martensitic form stabilised titan alloy

    titan- nickel- cobalt Nitinol or M niti

  • Super elastic alloyA-NiTi

    1985 Chinese NiTi 1986 Japanese NiTi Sentalloy Fujio Miura 1988 DREHT method

  • Nivelliation with super NiTi- wire

    10 mm10 mm

    10 mm10 mm

    16x22 superelastic 118cN

    (16x22 iron 1360cN)

    16x22 superelastic 63cN(16x22 iron 730cN)

  • Super-NiTi arch, force-deflection diagram

  • Super elastic arches force-deflection curves

  • The DREHT method arches properties

  • The influence of the frictionThe influence of the friction Ligation Diameter of the arch Material of the arch Surface of the

    elements System without

    friction

  • The ligation forms

    Traditional ligature wire Elastic ligatures different

    forms

  • Special brackets for ligation

  • Newest techniques in the ligation

  • Dia 1Dia 2Dia 3Dia 4Dia 5Dia 6Dia 7Dia 8Dia 9Dia 10Dia 11Dia 12Dia 13Dia 14Dia 15Dia 16Dia 17Dia 18Dia 19Dia 20Dia 21Dia 22Dia 23Dia 24Dia 25