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Influence of Connection Type and Platform Diameter on Titanium Dental Implants Fatigue: Non-Axial Loading Cyclic Test Analysis

Abstract

Two-pieces dental implants must provide stability of the implant-abutment-interface. The connection type and platform diameter could influence the biomechanical resistance and stress distribution. This study aims to evaluate the fatigue for different types of connections, external and internal, and different platform diameters. Three implant designs with the same length were used: (a) external hexagon/narrow platform; (b) internal double hexagon/narrow platform; (c) internal octagon/regular platform. A fatigue test was developed to establish the number of cycles needed before fracture. A 30º oblique load with a sinusoidal function of fatigue at a frequency of 15 Hz and 10% stress variation was applied to each system. The fatigue load limit (FLL) for design (a) was 190 N, being the nominal-curvature-moment (NCM) = 1.045; FLL = 150 N, with a NCM = 0.825 for (b), and FLL = 325 N, with a NCM = 1.788 for (c). The platform diameter affects the FLL, obtaining lower FLL on a narrow platform. The connection type interferes with the implant walls’ width, especially in narrow implants, making internal connections more unstable at this level. Long-term clinical studies to assess the restoration’s success rate and survival are mandatory

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Influence of Connection Type and Platform Diameter on Titanium Dental Implants Fatigue: Non-Axial Loading Cyclic Test Analysis

Author: Nicolas-Silvente, Ana I.; Velasco-Ortega, Eugenio; Ortiz-Garcia, Ivan; Jiménez Guerra, Álvaro; Monsalve Guil, Loreto; Ayuso-Montero, Raúl; Gil, Javier; López-López, José
Publisher: MDPI
Year: 2020
DOI: 10.3390/ijerph17238988
Source: https://idus.us.es/bitstreams/092f1def-b306-46f7-9758-004c95bf3735/download
In e na ional Jou nal o
En i onmen al Resea ch
and Public Heal h
A icle
In luence o Connec ion Type and Pla o m Diame e
on Ti anium Den al Implan s Fa igue: Non-Axial
Loading Cyclic Tes Analysis
Ana I. Nicolas-Sil en e 1, Eugenio Velasco-O ega 2,*, I an O iz-Ga cia 2,
Al a o Jimenez-Gue a 2, Lo e o Monsal e-Guil 2, Raul Ayuso-Mon e o 3, Ja ie Gil 4
and Jose Lopez-Lopez 5
1Pe iodon al and Implan Su ge y, CEIR Campus Ma e Nos um, School o Den is y, Uni e si y o Mu cia,
30008 Mu cia, Spain; [email p o ec ed]
2Comp ehensi e Den is y o Adul s and Ge odon ology, Facul y o Den is y, Uni e si y o Se ille,
41009 Se ille, Spain; [email p o ec ed] (I.O.-G.); [email p o ec ed] (A.J.-G.);
[email p o ec ed] (L.M.-G.)
3Facul y o Den is y, Uni e si y o Ba celona, 08007 Ba celona, Spain; [email p o ec ed]
4Chai man o Bioenginee ing Ins i u e o Technology, Uni e si a In e nacional de Ca alunya,
08017 Ba celona, Spain; xa ie [email p o ec ed]
5Facul y o Den is y, Se ice o he Medical-Su gical A ea o Den is y Hospi al, Uni e si y o Ba celona,
08007 Ba celona, Spain; [email p o ec ed]
*Co espondence: [email p o ec ed]
Recei ed: 1 No embe 2020; Accep ed: 30 No embe 2020; Published: 2 Decembe 2020


Abs ac :
Two-pieces den al implan s mus p o ide s abili y o he implan -abu men -in e ace.
The connec ion ype and pla o m diame e could in luence he biomechanical esis ance and s ess
dis ibu ion. This s udy aims o e alua e he a igue o di e en ypes o connec ions, ex e nal and
in e nal, and di e en pla o m diame e s. Th ee implan designs wi h he same leng h we e used:
(a) ex e nal hexagon/na ow pla o m; (b) in e nal double hexagon/na ow pla o m; (c) in e nal
oc agon/ egula pla o m. A a igue es was de eloped o es ablish he numbe o cycles needed
be o e ac u e. A 30
º
oblique load wi h a sinusoidal unc ion o a igue a a equency o 15 Hz and
10% s ess a ia ion was applied o each sys em. The a igue load limi (FLL) o design (a) was 190 N,
being he nominal-cu a u e-momen (NCM) =1.045; FLL =150 N, wi h a NCM =0.825 o (b), and
FLL =325 N, wi h a NCM =1.788 o (c). The pla o m diame e a ec s he FLL, ob aining lowe FLL
on a na ow pla o m. The connec ion ype in e e es wi h he implan walls’ wid h, especially in
na ow implan s, making in e nal connec ions mo e uns able a his le el. Long- e m clinical s udies
o assess he es o a ion’s success a e and su i al a e manda o y.
Keywo ds: connec ion ype; den al implan s; design; a igue es ; pla o m diame e
1. In oduc ion
Two-piece den al i anium implan s ha e been widely used o single- oo h eplacemen s up o
ull-a ch ehabili a ion [
1
]. The implan -abu men -in e ace (IAI) [
2
] has o esis dynamic o ces and
be s able o wi hs and unc ional loads and o educe sc ew loosing [
3
]. To main ain he s abili y o
he IAI, di e en implan connec ion geome ies ha e been de eloped, which can be summa ized in
wo b oad g oups: ex e nal and in e nal connec ions. In e ms o design, in he ex e nal connec ions,
bo h he implan index and he p os he ic abu men index a e loca ed abo e he le el o he implan
pla o m. In con as , in he in e nal connec ions, bo h s uc u es a e loca ed inside he implan ’s body,
below he le el o he implan pla o m [4].
In . J. En i on. Res. Public Heal h 2020,17, 8988; doi:10.3390/ije ph17238988 www.mdpi.com/jou nal/ije ph
In . J. En i on. Res. Public Heal h 2020,17, 8988 2 o 12
The ex e nal connec ions a e usually p o ided o an ou e hexagon whose unc ion is o p o ide
o a ional o que con ol du ing implan placemen [
5
] and an i- o a ional con ol be ween he implan
index and he p os he ic abu men index. Se e al s udies indica e ha his ype o connec ion is less
a o able o s ess dis ibu ion and has lowe s abili y when compa ed o he in e nal connec ion [
6
].
The in e nal connec ion can p esen di e en designs depending on i s geome ic ea u es and
can be di ided in o an in e nal hexagon, in e nal oc agon, ilobed sys em, o mo se ape connec ion
be ween o he s [
7
,
8
]. This ype o design inc eases he implan -abu men con ac a ea and imp o es
he dis ibu ion and dissipa ion o o ces, p o iding be e s abili y [
9
], bu is he in e nal conical
connec ion ( ape Mo se connec ion) he one ha shows he mos in ima e ela ion be ween he implan
and he abu men , p o iding he mos excellen s abili y and bac e ial seal [10,11].
The p esence o di e en design ea u es (angles, channels, s aigh walls, cones, ubes) in he
di e se connec ions ypes p e en s o a ion be ween he componen s o he sys em [
12
]. I s s uc u al
in eg i y is c ucial o long- e m s abili y [
13
], and some ac o s could induce de o ma ion when he
sys em is o e loaded, o e - o quing o non-axial o ces a e p esen ed [
14
]. The hickness o he implan
walls is a ele an ac o since, some imes, he design o he an i- o a ional componen s inside he
connec ion o ces o lea e walls excessi ely hin, especially in na ow implan s [15,16].
The use o na ow implan s is widely documen ed in pa ien s wi h de icien bone c es al wid h
in which, o some eason (inc eased healing ime, cos , o pa ien mo bidi y), he applica ion o
ho izon al bone egene a i e echniques is no indica ed [
17
–
19
]. The mechanical s eng h o i anium
na ow implan s is some imes no enough o suppo he dynamic o ces. The implan sys em does no
o e long- e m in eg i y o he connec ion complex, ep esen ing a signi ican isk o ac u es [
20
,
21
].
Some aspec s o he di e en connec ion con igu a ions, such as biomechanical esis ance and s ess
dis ibu ion, a e c ucial [
22
]. No much is known abou implan a igue de ailed by he ype o
connec ion. Hence, he objec i e o he p esen s udy was o e alua e he a igue o di e en kinds o
connec ions, ex e nal and in e nal, and di e en pla o m diame e s, o es ablish which ype o design
suppo ed highe alues. Ou null hypo hesis was ha indexa ion design and pla o m diame e
in luences i anium implan a igue in he long- e m.
2. Ma e ials and Me hods
2.1. Den al Implan s
Fi y- ou i anium den al implan s om h ee di e en implan sys ems we e compa ed in his
s udy. The cha ac e is ics o each implan g oup a e summa ized in Table 1and each implan design is
exposed in Figu e 1:
-
G oup I (n =19): Su gimplan CE: i anium g ade 5 den al implan wi h hexagon ex e nal
connec ion (pla o m: 3.5 mm, leng h: 12 mm) (Galimplan SLU, Sa ia, Lugo, Spain)
-
G oup II (n =18): Su gimplan CI Double Hexagon: i anium g ade 5 den al implan wi h
double hexagon in e nal connec ion (pla o m: 3.5 mm, leng h: 12 mm) (Galimplan SLU, Sa ia,
Lugo, Spain)
-
G oup III (n =17): Su gimplan CI Oc agonal: i anium g ade 5 den al implan wi h oc agonal
in e nal connec ion (pla o m: 4.0 mm, leng h: 12 mm) (Galimplan SLU, Sa ia, Lugo, Spain).
In . J. En i on. Res. Public Heal h 2020,17, 8988 3 o 12
Table 1. Implan cha ac e is ics dis ibu ed by g oups.
G oup G oup I G oup II G oup III
n 19 18 17
Connec ion Type Hexagon Ex e nal
Connec ion
Double Hexagon
In e nal Connec ion
Oc agonal In e nal
Connec ion
Diame e 3.5 3.5 4.0
Leng h 12 12 12
Ma e ial Ti anium G ade 5 Ti anium G ade 5 Ti anium G ade 5
Figu e 1. Implan design o each expe imen al g oup.
2.2. Fa igue Tes
A a igue es was pe o med o ob ain he numbe o cycles be o e ac u e. The maximum
and minimum o ce applied was eco ded o each sample. The assays we e pe o med wi h a
se o-hyd aulic es ing machine (MTS 858 Mini Bionix II, MTS, Minneapolis, MN, USA) equipped
wi h a load cell MTS 661.19F-01 o 5 kN.
The sphe ical membe o he load applica ion was made o i anium g ade 5 (Figu e 2).
In . J. En i on. Res. Public Heal h 2020,17, 8988 4 o 12
Figu e 2. Sphe ical membe o he load applica ion design de ails.
The implan s we e ixed 30
◦
angula ed wi h he axis z o he load cell (Figu e 3). They we e
loaded wi h a sinusoidal unc ion o a igue a a equency o 15 Hz and 10% s ess a ia ion. The e o
du ing loading measu emen s was less han 5 N, and he maximum loading applied o he implan was
a ound 80% o he alue o he implan ailu e load, ob ained by a s a ic es unde he same geome ic
condi ions as a igue es s, ollowing ISO 14801:2008 ecommenda ions [
23
]. All es s we e ca ied ou
unde s able en i onmen al condi ions wi h a empe a u e o 25 ◦C and ela i e humidi y o 60%.
Figu e 3. Load cell o e he sample in he es ing machine.
In . J. En i on. Res. Public Heal h 2020,17, 8988 5 o 12
2.3. Scanning Elec on Mic oscopy (SEM) Analysis
The ac u e samples we e obse ed by SEM a 10 kV using a Neon 40 Focused Ion Beam Scanning
Elec on (FIB-SEM) mic oscope (Ca l Zeiss NTS GmbH, Obe kochen, Ge many).
2.4. S a is ical Analysis
S a is ically signi ican di e ences among he h ee g oups we e assessed using SPSS 18.0 so wa e
(SPSS Inc., Chicago, IL, USA). Di e ences be ween g oups we e analyzed by Analysis o Va iance
(ANOVA), and a mul iple compa ison Fishe es was applied. The le el o signi icance was es ablished
a a p- alue o 0.05.
3. Resul s
The ailu e mode was simila in all expe imen al g oups, including la ge de o ma ions a he
implan neck a ea. The implan neck ac u e ook place mos o he cases be ween he i s and
second h eads.
3.1. Hexagon Ex e nal Connec ion
The minimum and maximum load exp essed in New ons (N) applied o all he samples o he
hexagon ex e nal connec ion g oup was 190 N and 400 N, espec i ely. The cycles applied be o e
ac u e we e be ween 3074 and 5,000,000. The cyclic load diag am ob ained om he esul s o he es
is shown in Figu e 4.
Figu e 4.
Cyclic load diag am o hexagon ex e nal connec ion ob ained om he esul s o he es
showed in Table 2.

In . J. En i on. Res. Public Heal h 2020,17, 8988 6 o 12
Table 2. Summa y o he esul s ob ained in each expe imen al g oup.
Implan
Type
Minimum
Load (N)
Maximum
Load (L)
Minimum
Cycles
Maximum
Cycles
Fa igue
Load Limi
(FFL) (N)
Nominal
Cu a u e
Momen
(N.m)
Hexagon
ex e nal
connec ion
190 400 3074 5,000,000 190 1.045
Double
hexagon
in e nal
connec ion
150 400 1583 5,000,000 150 0.825
Oc agonal
in e nal
connec ion
325 550 3555 5,000,000 325 1.788
The a igue load limi (F
FL
, acco ding o ISO 14801:2008) was F
FL
=190 N, being he nominal
cu a u e momen (N.m) =1.045.
3.2. Double Hexagon In e nal Connec ion
The minimum and maximum load exp essed in New ons (N) applied o all he samples o he
double hexagon in e nal connec ion g oup was 150 N and 400 N, espec i ely. The cycles applied
be o e ac u e we e be ween 1583 and 5,000,000. The cyclic load diag am ob ained om he esul s o
he es is shown in Figu e 5.
Figu e 5.
Cyclic load diag am o double hexagon in e nal connec ion g oup ob ained om he esul s
o he es .
The a igue load limi (F
FL
, acco ding o ISO 14801:2008) was F
FL
=150 N, being he nominal
cu a u e momen (N.m) =0.825.
3.3. Oc agonal In e nal Connec ion
The minimum and maximum load exp essed in New ons (N) applied o all he samples o he
oc agonal in e nal connec ion g oup and he cycles applied be o e ac u e we e 325 N and 550 N
In . J. En i on. Res. Public Heal h 2020,17, 8988 7 o 12
espec i ely. The cycles applied be o e ac u e we e be ween 3555 and 5,000,000. The cyclic load
diag am ob ained om he esul s o he es is shown in Figu e 6.
Figu e 6.
Cyclic load diag am o he oc agonal in e nal connec ion g oup ob ained om he esul s o
he es .
The a igue load limi (F
FL
, acco ding o ISO 14801:2008) was F
FL
=325 N, being he nominal
cu a u e momen (N.m) =1.788.
A summa y o he esul s o he h ee expe imen al g oups is shown in Table 2.
The lack o e en ion be ween he abu men and den al implan was assessed as a ailu e.
The ac u e mechanism s a s by abu men sc ew loosening p oducing c acks on he su ace ha g ow
wi h he load cycles and la e ac u e, bu no due o des uc ion o he implan neck o shoulde .
Analysis o ac u ed sc ews by SEM e ealed ha he mode and he egion o ac u e we e he same o
he di e en sys ems s udied. The ac u e su aces we e simila o all implan s co esponding o he
connec ion zone and ac u ed he body o he implan , acco ding o he indica ions o he in e na ional
s anda ds o ac u e a igue beha io [24] o he den al implan s wi h good mechanical beha io .
S a is ically, he hexagonal ex e nal connec ion p esen ed a lowe a igue limi load wi h s a is ical
di e ences signi icance han he double hexagonal in e nal connec ion (p<0.012) and also in ela ion
o he oc agonal in e nal connec ion (p<0.003). When bo h in e nal connec ions a e compa ed,
he oc agonal connec ion p esen s a highe limi a igue load han he double hexagonal connec ion
wi h s a is ical di e ences signi icance (p<0.004).
The s ia ions om he ac og aphy can be obse ed in Figu e 7, whe e he c ack g ows om he
su ace specimens and om 10-mm benea h he su ace. In all cases, we obse ed he same mo phology
o ac u e. The equiaxed g ains can be obse ed, and in hei aces, he ma ks o he c ack in he
p opaga ion p ocess o ac u e.
In . J. En i on. Res. Public Heal h 2020,17, 8988 8 o 12
Figu e 7.
SEM images a a magni ica ion o
×
500 and
×
1500 showing he s ia ions om he ac og aphy.
4. Discussion
This expe imen al s udy aimed o e alua e he in luence o he connec ion ea u es and pla o m
diame e in he a igue esponse o i anium g ade 5 den al implan s. Th ee di e en implan sys ems
we e assessed, one na ow implan sys em (3.5 mm pla o m) wi h an ex e nal hexagonal connec ion,
one na ow implan sys em (3.5 mm pla o m) wi h double hexagon in e nal connec ion, and one
egula pla o m (4.0 mm) implan sys em wi h an oc agonal in e nal connec ion.
The implan -abu men in e ace geome y is an in luencing ac o o he ansmission o s ess
a ound he implan [25].
This expe imen al es is a eliable me hod o de e mine he e ec o di e en pa ame e s,
such as connec ion design o pla o m diame e , on implan dynamic ailu e s eng h. The same
company manu ac u ed he h ee expe imen al g oups and he h ee sphe ical membe s a ached o
he connec ion, using he same i anium g ade 5. This ac is one o he s eng hs o he p esen s udy.
In mos s udies, au ho s compa e ailu e s eng h be ween di e en implan s and di e en abu men
in e aces, wi h di e en shapes, su ace cha ac e is ics, and ma e ial p ope ies, and he compa abili y
is comp omised [26].
In addi ion o he ac o s men ioned abo e, some ac o s inhe en in he hos may a ec he
dis ibu ion o s ain and s ess in bone and implan s. A s udy de eloped by Oli ei a e al. concluded
ha he densi y o he medulla bone and he hickness o he co ical bone also a ec he dis ibu ion
o s ain and s ess, nega i ely a ec ing he dec ease in medulla bone densi y [27].
Lo Giudice e al. demons a ed ha he bone p epa a ion could also a ec he bone quali y
showing be e esul s in os eo omies pe o med wi h ul asonic ips and concluding ha he use o
he piezosu ge y p ese es he bone mo phology and dec eases he p esence o mic o ac u es [
28
].
The ma ginal bone loss a ound implan s is also in luenced by he ac he implan is placed in na i e
bone o placed in g a ed issues. Galindo-Mo eno e al. ound in a e ospec i e coho s udy ha
implan s placed in g a ed issues showed mo e ma ginal bone loss han implan s placed in p is ine
bone [
29
]. The ype o connec ion also a ec s he ma ginal bone s abili y, being he ex e nal connec ions
s ongly associa ed wi h an inc eased ma ginal bone loss, no only in he i s wel e mon hs bu o e
ime [29].
Also, bone quali y and c es al bone loss can be in luenced by o he ac o s. No only does he
neck shape, mic o h eads, o su ace ex u e a ec c es al bone s abili y, bu he implan -abu men
connec ion appea s o be a signi ican ac o on pe i-implan c es al bone le el [
30
]. The abu men
heigh also has an impo an ole, as demons a ed in an
in i o
s udy de eloped by Spina o e al.
They sugges ed ha he sho e he abu men heigh , he g ea e he ma ginal bone loss, especially in
cemen - e ained p os hesis [31].
In . J. En i on. Res. Public Heal h 2020,17, 8988 9 o 12
Se e al s udies ha e es ed den al implan s using s a ic loading, while o he s use cyclic loads [
32
].
Mos o he e iews ocus on implan design bu does no men ion a igue as a complex ailu e
mode [
22
]. A ew s udies ha e conside ed he e ec o he implan diame e on a igue pe o mance,
concluding ha na ow implan s ailed o show ypical a igue beha io , which migh be a ibu ed o
he implan design [
33
]. The inconsis en a igue beha io obse ed o na ow implan s could esul
om ac o s like no ches, den s, o machining ma kings. To da e, no s udies ha e been published
abou a ac u e mode analysis o suppo his assump ion [33].
Ca nei o e al. [34] de eloped an in i o s udy e alua ing he ac u e esis ance o in e nal and
ex e nal hexagon in egula and na ow implan s, concluding ha i anium is a ma e ial ha p esen s
no clea e idence o he exac poin be ween he plas ic and elas ic limi s. No signi ican educ ion o
he blending elas ic limi was ound be ween na ow and egula in e nal connec ions.
In ou s udy, he ailu e due o he bending elas ic limi was obse ed a 190 N wi h ex e nal
hexagon na ow implan s e sus he 150 N esul ed in he in e nal hexagon na ow implan s. This esul
could be because, in he in e nal connec ion, he indexa ion ea u es a e ubica ed inside he implan ’s
body, lea ing hinne walls han ex e nal connec ions. Besides, an impo an cause o he high a igue
li e o he oc agonal in e nal connec ion is he size o he esis an sec ion. The double hexagonal
in e nal connec ion and ex e nal sys em p esen a highe alue o he a ea han he in e nal.
Ou es simula ed he clinical si ua ion when he s ess concen a ion esul ing om occlusal
o ces leads o mic o ac u es and bone loss a ound he implan , leading o mobili y and ac u e o he
implan [35,36]. On he o he hand, ou esul s showed an inc ease om 150 N o 325 N in he elas ic
limi by inc easing he pla o m diame e in he in e nal connec ion om 3.5 o 4 mm. This di e ence
be ween he pla o m diame e was no signi ican in he esul s showed by Ca nei o e al., al hough
hey ound a mo e subs an ial numbe o c acks in he na ow implan s han he egula .
Tole ances o manu ac u ing a e he main eason o he loose- i o he componen s and equi ed
he manu ac u e o imp o e he i . In hese si ua ions (loose- i ), he possibili y o ho izon al mo emen
and o a ion be ween sc ew and implan and lowe han he o ces o igh en i , mic omo emen s
could ha e led o a p og essi e unsc ewing o he abu men sc ew unde condi ions dynamic loading.
The mos cause o he high a igue li e o he ex e nal connec ion is he size o he esis an sec ion.
The ex e nal sys em p esen s a lowe alue o he su ace han he in e nal. This ac p oduces a wo se
load dis ibu ion. This eason explains he di e ences in mechanical p ope ies. Besides, he ole ances
in he in e nal connec ions a e be e , and his good inishing p o okes a highe a igue limi o he
in e nal connec ion sys em [37–39].
Each implan -abu men in e ace has i s ad an ages and disad an ages. Acco ding o
Maeda e al. [40],
he ex e nal hexagon in e ace has bene i s such as sui abili y o he wo-s age
me hod, p o ision o an an i- o a ion mechanism, e ie abili y, and compa ibili y among di e en
sys ems. Howe e , inc eased sc ew loosening, componen ac u e, and di icul y in sea ing abu men s
in deep subgingi al issues a e p oblems commonly expe ienced wi h ex e nal hexagon connec o s [
41
].
The ad an ages o he in e nal hexagon ollowing Maeda a e ease in abu men connec ion,
sui abili y o one s age implan ins alla ion, highe s abili y and sui abili y o single- oo h es o a ion,
highe esis ance o la e al loads due o he lowe cen e o o a ion, and be e o ce dis ibu ion.
The mas ica o y loading a an e io egions is a iable wi h a mean alue o 286 N, s.d. 164 N,
while he pos e io a ea shows a mean alue o 579 N, s.d. 235 N [
42
]. Those da a showed a high
subjec a iabili y so ha he use o na ow implan s is ecommended jus o he an e io egion.
In he pos e io a ea, i is manda o y o use a wide pla o m.
The p esen s udy esul s suppo he accep ance o he null hypo hesis es ed since he e was
a di e ence in he maximum o ce suppo ed in na ow implan s (in e nal o ex e nal connec ions)
and egula pla o m implan s. Di e en ypes o connec ions also p esen ed di e ences in he a igue
load limi . Clinical s udies a e manda o y o es he s abili y o he di e en connec ions e alua ed,
assessing he success a e and su i al o he p os hesis in an e io and pos e io ee h.