The Effect of the Anterior Abutment's Design Parameters of the Resin-Bonded Bridge on the Adhesive Strength
Autor: | Yuka Nakashima, Nobuhiro Okuya, Naoyuki Shinohara, Hirotada Kajihara, Yoshito Minesaki, Koichi Fujii, Tadashi Jimi, Akihiko Kadokawa |
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Rok vydání: | 1996 |
Předmět: | |
Zdroj: | Nihon Hotetsu Shika Gakkai Zasshi. 40:77-82 |
ISSN: | 1883-177X 0389-5386 |
DOI: | 10.2186/jjps.40.77 |
Popis: | The effects of resin-bonded bridge design parameters (adhesive area, shape and metal frame thickness) on the bonding strength of the resin-bonded bridge were investigated by using the adhesion test when the resin-bonded bridge of the upper anteriors was designed as a prerequisite. The adhesion test was performed using a universal testing machine to test the bond strength and toughness of specimensmade with a metal frame bonded to an abutment metal mold.The results were as follows:1. Maximum bonding force (bf) increased as the metal frame thickness (tm) increased. The values of the maximum bonding force were 10-13 kgf for tm 0.5 mm, 34-46 kgf for tm 1.0 mm, and 68-84 kgf for tm=1.5 mm.2. Maximum bonding strength, in which bf was divided by the adhesive area, increased as the adhesive area increased.3. The durability of the resin-bonded bridge was discussed by comparing the toughness. The toughness increased as the metal frame thickness (tm) increased. The values of toughness were 4-13 kgf · mm for tm= 0.5 mm, 10-31 kgf · mm for tm= 1.0 mm, and 20-44 kgf · mm for tm =1.5mm.4. In order to increase the durability of the resin-bonded bridge, the proposed design conditions were the metal frame thickness (tm) should be as large as possible and the large adhesive area and/or additional groove and wing form among the design parameters should be especially effective. |
Databáze: | OpenAIRE |
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