2017
DOI: 10.1016/j.engfracmech.2017.08.026
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Calculation of the critical energy release rateGcof the cement line in cortical bone combining experimental tests and finite element models

Abstract: In this work, a procedure is proposed to estimate the critical energy release rate G c of the so-called cement line in cortical bone tissue. Due to the difficulty of direct experimental estimations, relevant elastic and toughness material properties at bone microscale have been inferred by correlating experimental tests and finite element simulations. In particular, three-point

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Cited by 31 publications
(18 citation statements)
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“…The stiffness for the matrix was measured under wet conditions. Symbols used in the table: ~ approximate value interpreted from figures; K G calculated from a reported stress intensity factor K , where G = K 2 / E , assuming E = 20 GPa (Koester et al 2008); T transverse osteons (crack parallel to osteons); L longitudinal osteons (crack perpendicular to osteons) a Faingold et al (2014); b Nyman et al (2006); c Rho et al (1999); d Rho et al (2002); e Mullins et al (2009); f Hengsberger et al (2002); g Skedros et al (2005); h Milovanovic et al (2018); i Burr et al (1988); j Montalbano and Feng (2011); k Chan et al (2009); l Gargac et al (2014); m Gustafsson et al (2018b); n Sun et al (2010); o Dong et al (2005); p Bigley et al (2006); q Norman et al (1995); r Zimmermann et al (2009); s Koester et al (2008); t Nalla et al (2005); u Mullins et al (2009); v Abdel-Wahab et al (2012); w Li et al (2013); x Vergani et al (2014); y Budyn and Hoc (2007); z Baptista et al (2016); aa Idkaidek and Jasiuk (2017); ab Wang et al (2017); ac Idkaidek and Jasiuk (2017); ad Budyn et al (2008); ae Demirtas et al (2016); af Rodriguez-Florez et al (2017); ag Giner et al (2017); ah Mischinski and Ural (2011); ai Nobakhti et al (2014)…”
Section: Methodsmentioning
confidence: 99%
“…The stiffness for the matrix was measured under wet conditions. Symbols used in the table: ~ approximate value interpreted from figures; K G calculated from a reported stress intensity factor K , where G = K 2 / E , assuming E = 20 GPa (Koester et al 2008); T transverse osteons (crack parallel to osteons); L longitudinal osteons (crack perpendicular to osteons) a Faingold et al (2014); b Nyman et al (2006); c Rho et al (1999); d Rho et al (2002); e Mullins et al (2009); f Hengsberger et al (2002); g Skedros et al (2005); h Milovanovic et al (2018); i Burr et al (1988); j Montalbano and Feng (2011); k Chan et al (2009); l Gargac et al (2014); m Gustafsson et al (2018b); n Sun et al (2010); o Dong et al (2005); p Bigley et al (2006); q Norman et al (1995); r Zimmermann et al (2009); s Koester et al (2008); t Nalla et al (2005); u Mullins et al (2009); v Abdel-Wahab et al (2012); w Li et al (2013); x Vergani et al (2014); y Budyn and Hoc (2007); z Baptista et al (2016); aa Idkaidek and Jasiuk (2017); ab Wang et al (2017); ac Idkaidek and Jasiuk (2017); ad Budyn et al (2008); ae Demirtas et al (2016); af Rodriguez-Florez et al (2017); ag Giner et al (2017); ah Mischinski and Ural (2011); ai Nobakhti et al (2014)…”
Section: Methodsmentioning
confidence: 99%
“…The cement line constitutes the interface between secondary osteons and the interstitial matrix. This is a less mineralized zone which exhibits low toughness and stiffness properties, leading to propagation of cracks around secondary osteons [17][18][19][20][21]. The cement line has been analysed in the literature for being the constituent at the microscale that shows the highest risk of failure in cortical bone tissue (see for instance [20][21][22][23][24][25]).…”
Section: At Different Scales)mentioning
confidence: 99%
“…secondary osteons, interstitial matrix and cement lines. In the literature there is a wide dispersion regarding bone mechanical properties [21,25,53,54]. This scatter in the material properties can also affect to the numerical estimation of bone fracture load [55].…”
Section: Application To Simplified Geometries Of Cortical Bonementioning
confidence: 99%
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“…• redução da rigidez da estrutura através da exclusão de elementos (em inglês, element deletion), visando reproduzir a propagação de fissuras (Donaldson et al, 2014;Giner et al, 2017);…”
Section: Introductionunclassified