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Load-bearing capacity of screw-retained CAD/CAM-produced titanium implant frameworks (I-Bridge®2) before and after cyclic mechanical loading

Identifieur interne : 002398 ( Main/Exploration ); précédent : 002397; suivant : 002399

Load-bearing capacity of screw-retained CAD/CAM-produced titanium implant frameworks (I-Bridge®2) before and after cyclic mechanical loading

Auteurs : Marc Philipp Dittmer [Allemagne] ; Moritz Nensa [Allemagne] ; Meike Stiesch [Allemagne] ; Philipp Kohorst [Allemagne]

Source :

RBID : PMC:3881892

Abstract

Implant-supported screw-retained fixed dental prostheses (FDPs) produced by CAD/ CAM have been introduced in recent years for the rehabilitation of partial or total endentulous jaws. However, there is a lack of data about the long-term mechanical characteristics.

Objective

The aim of this study was to investigate the failure mode and the influence of extended cyclic mechanical loading on the load-bearing capacity of these frameworks.

Material and Methods

Ten five-unit FDP frameworks simulating a free-end situation in the mandibular jaw were manufactured according to the I-Bridge®2-concept (I-Bridge®2, Biomain AB, Helsingborg, Sweden) and each was screw-retained on three differently angulated Astra Tech implants (30º buccal angulation/0º angulation/30º lingual angulation). One half of the specimens was tested for static load-bearing capacity without any further treatment (control), whereas the other half underwent five million cycles of mechanical loading with 100 N as the upper load limit (test). All specimens were loaded until failure in a universal testing machine with an occlusal force applied at the pontics. Load-displacement curves were recorded and the failure mode was macro- and microscopically analyzed. The statistical analysis was performed using a t-test (p=0.05).

Results

All the specimens survived cyclic mechanical loading and no obvious failure could be observed. Due to the cyclic mechanical loading, the load-bearing capacity decreased from 8,496 N±196 N (control) to 7,592 N±901 N (test). The cyclic mechanical loading did not significantly influence the load-bearing capacity (p=0.060). The failure mode was almost identical in all specimens: large deformations of the framework at the implant connection area were obvious.

Conclusion

The load-bearing capacity of the I-Bridge®2 frameworks is much higher than the clinically relevant occlusal forces, even with considerably angulated implants. However, the performance under functional loading in vivo depends on additional aspects. Further studies are needed to address these aspects.


Url:
DOI: 10.1590/1679-775720130077
PubMed: 24037068
PubMed Central: 3881892


Affiliations:


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Le document en format XML

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<title xml:lang="en" level="a" type="main">Load-bearing capacity of screw-retained CAD/CAM-produced titanium implant frameworks (I-Bridge
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<p>Implant-supported screw-retained fixed dental prostheses (FDPs) produced by CAD/ CAM have been introduced in recent years for the rehabilitation of partial or total endentulous jaws. However, there is a lack of data about the long-term mechanical characteristics.</p>
<sec>
<title>Objective</title>
<p>The aim of this study was to investigate the failure mode and the influence of extended cyclic mechanical loading on the load-bearing capacity of these frameworks.</p>
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<sec>
<title>Material and Methods</title>
<p>Ten five-unit FDP frameworks simulating a free-end situation in the mandibular jaw were manufactured according to the I-Bridge
<sup>®</sup>
2-concept (I-Bridge
<sup>®</sup>
2, Biomain AB, Helsingborg, Sweden) and each was screw-retained on three differently angulated Astra Tech implants (30º buccal angulation/0º angulation/30º lingual angulation). One half of the specimens was tested for static load-bearing capacity without any further treatment (control), whereas the other half underwent five million cycles of mechanical loading with 100 N as the upper load limit (test). All specimens were loaded until failure in a universal testing machine with an occlusal force applied at the pontics. Load-displacement curves were recorded and the failure mode was macro- and microscopically analyzed. The statistical analysis was performed using a t-test (p=0.05). </p>
</sec>
<sec>
<title>Results</title>
<p>All the specimens survived cyclic mechanical loading and no obvious failure could be observed. Due to the cyclic mechanical loading, the load-bearing capacity decreased from 8,496 N±196 N (control) to 7,592 N±901 N (test). The cyclic mechanical loading did not significantly influence the load-bearing capacity (p=0.060). The failure mode was almost identical in all specimens: large deformations of the framework at the implant connection area were obvious. </p>
</sec>
<sec>
<title>Conclusion</title>
<p>The load-bearing capacity of the I-Bridge
<sup>®</sup>
2 frameworks is much higher than the clinically relevant occlusal forces, even with considerably angulated implants. However, the performance under functional loading
<italic>in vivo</italic>
depends on additional aspects. Further studies are needed to address these aspects.</p>
</sec>
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<name sortKey="Stawarczyk, B" uniqKey="Stawarczyk B">B Stawarczyk</name>
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<author>
<name sortKey="Jung, Re" uniqKey="Jung R">RE Jung</name>
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<author>
<name sortKey="Hammerle, Ch" uniqKey="Hammerle C">CH Hammerle</name>
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<name sortKey="Scherrer, Ss" uniqKey="Scherrer S">SS Scherrer</name>
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<author>
<name sortKey="De Rijk, Wg" uniqKey="De Rijk W">WG de Rijk</name>
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<name sortKey="Schindler, Hj" uniqKey="Schindler H">HJ Schindler</name>
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<name sortKey="Stengel, E" uniqKey="Stengel E">E Stengel</name>
</author>
<author>
<name sortKey="Spiess, We" uniqKey="Spiess W">WE Spiess</name>
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<analytic>
<author>
<name sortKey="Sherif, S" uniqKey="Sherif S">S Sherif</name>
</author>
<author>
<name sortKey="Susarla, Sm" uniqKey="Susarla S">SM Susarla</name>
</author>
<author>
<name sortKey="Hwang, Jw" uniqKey="Hwang J">JW Hwang</name>
</author>
<author>
<name sortKey="Weber, Hp" uniqKey="Weber H">HP Weber</name>
</author>
<author>
<name sortKey="Wright, Rf" uniqKey="Wright R">RF Wright</name>
</author>
</analytic>
</biblStruct>
<biblStruct>
<analytic>
<author>
<name sortKey="Weber, Hp" uniqKey="Weber H">HP Weber</name>
</author>
<author>
<name sortKey="Sukotjo, C" uniqKey="Sukotjo C">C Sukotjo</name>
</author>
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<li>Allemagne</li>
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<li>Bade-Wurtemberg</li>
<li>Basse-Saxe</li>
<li>District de Stuttgart</li>
</region>
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<li>Hanovre</li>
<li>Stuttgart</li>
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<country name="Allemagne">
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<name sortKey="Dittmer, Marc Philipp" sort="Dittmer, Marc Philipp" uniqKey="Dittmer M" first="Marc Philipp" last="Dittmer">Marc Philipp Dittmer</name>
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<name sortKey="Kohorst, Philipp" sort="Kohorst, Philipp" uniqKey="Kohorst P" first="Philipp" last="Kohorst">Philipp Kohorst</name>
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