Application of Neural Network and Finite Element Method for Multiscale Prediction of Bone Fatigue Crack Growth in Cancel

Fatigue damage in bone in the form of microcracks results from the repetitive loading of daily activities. It is well known that the resistance of bone at the organ level to fatigue fracture is a function of its resistance to the initiation and propagatio

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Abstract Fatigue damage in bone in the form of microcracks results from the repetitive loading of daily activities. It is well known that the resistance of bone at the organ level to fatigue fracture is a function of its resistance to the initiation and propagation of local microcracks at a mesoscopic scale which can lead to macrocrack growth at the organ level. Multiscale investigation of the relationship between the effect of the fatigue microcrack growth at microscopic scales and the whole bone behaviour is a subject of great interest in the research field of the biomechanics of human bone. Several finite element models (FE) have been developed in recent years in order to provide better insight and description regarding bone fatigue microcrack growth. Despite the progress in this field, there is still a lack of models integrating multiscale approaches to assess the accumulation of apparent fatigue microcracks in relation with trabecular architecture into practical FE simulations. In this chapter, a trabecular bone multiscale model based on FE simulation and neural network (NN) computation is presented to simulate the accumulation of trabecular bone crack density and crack length at a given trabecular bone site during cyclic loading. The FE calculation is performed at macroscopic level and a trained NN incorporated into a FE code is employed as a numerical device to perform the local mesoscopic computation (the behaviour law needed to compute the outputs at mesoscale is substituted by the trained NN). The input data for the NN are some trabecular morphological and material factors, the

R. Hambli (&) Prisme Institute – MMH, 8, Rue Léonard de Vinci, 45072 Orleans Cedex 2, France e-mail: [email protected] N. Hattab ISTO, UMR 7327 - CNRS/Université d’Orléans, Campus Géosciences, 1A, rue de la Férollerie, 45071 Orleans Cedex 2, France e-mail: [email protected]

Stud Mechanobiol Tissue Eng Biomater (2013) 14: 3–30 DOI: 10.1007/8415_2012_146  Springer-Verlag Berlin Heidelberg 2012 Published Online: 19 September 2012

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R. Hambli and N. Hattab

applied stress and cycle frequency. The output data are the average crack density and length computed at a given trabecular bone site.

1 Introduction Bone is a hierarchically organized material at different length scales. At the macroscopic scale, it is composed of cortical or compact bone and trabecular or cancellous bone (Fig. 1). Bone strength strongly depends on the trabecular structure of the bone, which can be assessed by changes in its morphological and mechanical properties over time [15, 23, 36, 49]. In general, modelling the trabecular bone behaviour must address changes in its structure, at multiple levels, allowing for a more accurate description of the bone tissue. This process occurs hierarchically at different spatio-temporal scales and involves interacting phenomena (deformation, damage, adaptation, etc.) [15, 23, 36, 49]. In particular, the adaptation of trabecular bone to cyclic fatigue loads involves a complex physiological response