2012
DOI: 10.1016/j.jbiomech.2012.02.006
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Prediction of the mechanical response of the femur with uncertain elastic properties

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Cited by 32 publications
(19 citation statements)
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“…Wille et al, [36] used the stochastic operations to pool data cited in the literature based on the relationship between Young's modulus and bone density. All the experiments were pooled over time regarding the E-d (Young's modulus-density) relationship a stochastic relationship between them was developed.…”
Section: Using Stochastic Operatorsmentioning
confidence: 99%
“…Wille et al, [36] used the stochastic operations to pool data cited in the literature based on the relationship between Young's modulus and bone density. All the experiments were pooled over time regarding the E-d (Young's modulus-density) relationship a stochastic relationship between them was developed.…”
Section: Using Stochastic Operatorsmentioning
confidence: 99%
“…In Basaruddin et al , both geometrical and material randomness were taken into account by means of perturbation techniques. Wille et al also studied the impact of the variability of the material properties on the mechanical response of femurs. This approach was relying on a simple product of the deterministic response by an identified stochastic function.…”
Section: Introductionmentioning
confidence: 99%
“…A key parameter limiting accurate calculation of bone strength from CT images remains the accurate assessment of local BMD [41]. Numerous studies were conducted to explore the influence of element size [42], mesh type [43], load configuration and application [44][45][46][47], failure criteria [48], material anisotropy [49][50][51][52][53][54][55], material mapping [56][57][58], and non-linear material behavior [59][60][61][62]. For proximal femur strength, the short term in vivo precision error including repositioning of the subjects reported as coefficient of variation of a given FEA procedure was estimated at 1.85% and the detectable limit at 5.85% [63].…”
Section: Introductionmentioning
confidence: 99%