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Strain-stress analysis of the surface replacement of the hip joint

100%

Vosynek P. , Navrat T.

tom z. 8

113--118

Today is the surface hip replacement very often surgery because of new studies and improvements. For young and active people iťs the best way to delay implantation of a conventional total hip replacement. The objective of this study was to perform finite-element analyses of computational model of the total surface replacement and physiological hip joint. We obtained strain-stress states from these analyses. All results were compared one another and then were confronted with results of the physiological hip joint. The three-dimensional computational model consists of these components: pelvic and femoral bone, muscles, artificial socket, and surface hip replacement. We were using FEM system ANSYS. The geometrical models of bones were generated by means of computed tomography (CT) images. The FE model of bone reflects two types of the bone tissues (trabecular and cortical bone) and muscles which are important when standing on one leg. The model of the muscle corresponds to isometric contraction. The implants material and bone tissues were modelled as isotropic linear elastic material. The model was loaded by force, corresponding to load by standing on one leg.

Cílem této práce bylo určit deformačně-napěťové stavy v kyčelním kloubu s aplikovanou totální povrchovou náhradou pro různá ustavení femorální komponenty vůči stehenní kosti a srovnat je s deformačně-napěťovými stavy zjištěnými u fyziologického kloubu. Řešená soustava se skládá z křížové, pánevní, stehenní kosti, svalů, umělé jamky a femorální komponenty. Výpočty byly provedeny v konečnoprvkovém systému ANSYS. Geometrický model kostí byl vytvořen pomocí řezů získaných z počítačové tomografie. Zatížení odpovídá stoji na jedné dolní končetině. V práci je prezentována srovnávací analýza a výsledky deformačně-napěťových analýz, z nichž vyplývá celá řada velmi zajímavých poznatků.

Methods for in-situ reinforcing of concrete building structures with external reinforcement based on carbon fiber to restore their service able technical state

100%

Rimshin V. , Kurbatov V. , Kuzina E. , Shubin L.

tom Vol. 7 Nr 2

7--14

In this article, a method is proposed for calculating the reinforcement of concrete ceiling slabs with carbon composite materials based on the finite element model in the computer program SCAD Office PC. This method allows the most complete and accurate representation to be obtained of the structure stress-strain state before and after reinforcement with composite materials. Therefore, it allows high-quality designing and reduces the cost conducting calculations and tests on a large scale. The design values are taken from the initial data, and include conclusions based on the results of analysis of the technical state of the structures and drawings from the calculation section of the CS (reinforced concrete structures).