2007
DOI: 10.1016/j.jcsr.2006.07.003
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Invisible elastic bolt model concept for finite element analysis of bolted connections

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Cited by 9 publications
(3 citation statements)
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References 21 publications
(28 reference statements)
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“…This oscilla tion is likely due to the high stress and strain gradient inherent to the complex geometry of cancellous bones in this region [37]. Moreover, because of the nonlinear nature of the problem, the convergence of such FE models based on mesh refinement is not monotonically guaranteed [21,38,39], It could be hypothesized that in the next mesh refinement (if the original bone sample was scanned at 10 qm), both the third principal strain and third princi pal stress would reach a convergence. However, this needs to be further investigated.…”
Section: Discussionmentioning
confidence: 99%
“…This oscilla tion is likely due to the high stress and strain gradient inherent to the complex geometry of cancellous bones in this region [37]. Moreover, because of the nonlinear nature of the problem, the convergence of such FE models based on mesh refinement is not monotonically guaranteed [21,38,39], It could be hypothesized that in the next mesh refinement (if the original bone sample was scanned at 10 qm), both the third principal strain and third princi pal stress would reach a convergence. However, this needs to be further investigated.…”
Section: Discussionmentioning
confidence: 99%
“…Sherbourne y Bahaari (1997) utilizaron elementos viga conectados por elementos rígidos, sometidos a tensiones de compresión. Abolmaali et al (2005) y Razavi et al (2007) utilizaron un elemento de pretensado (PRETS179, incluido en el programa ANSYS), introduciendo una precarga del 70% de la resistencia última de los tornillos. Pirmoz et al (2008) incluyen el análisis térmico con variaciones de temperatura para introducir tensiones equivalentes al efecto del apriete.…”
Section: Ley Constitutiva Del Materialsunclassified
“…x Para modelar correctamente una unión atornillada es necesario aplicar una precarga a los tornillos para simular el apriete. Para ello, se pueden utilizar: elementos viga conectados por elementos rígidos sometidos a tensiones de compresión (Sherbourne y Bahaari, 1997), elementos de pretensado (Abolmaali et al, 2005;Razavi et al, 2007), análisis térmico con variaciones de temperatura para introducir tensiones equivalentes al efecto del apriete (Pirmoz et al, 2008), etc.…”
Section: Conclusionesunclassified