Essays about: "FE-model"
Showing result 16 - 20 of 142 essays containing the word FE-model.
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16. Design of footbridges subjected to dynamic loading
University essay from Lunds universitet/Byggnadsmekanik; Lunds universitet/Institutionen för byggvetenskaperAbstract : Modern design of steel pedestrian bridges often results in relatively light constructions with low natural frequencies were there is a considerable risk of resonance to occur from loads due to pedestrians. To resolve the problem a common solution is to increase dimensions of load bearing elements, resulting in greatly oversized elements with increasing costs and have substantial environmental impact. READ MORE
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17. Analysis of Head Kinematics in Ice Hockey
University essay from KTH/Skolan för kemi, bioteknologi och hälsa (CBH)Abstract : Ice hockey has been identified as a sport with a high risk for concussions due to it being highly physical. Improvements have been made over the years to improve the protective gear for the players effectively eliminating more severe traumatic brain injuries (TBIs) however mild concussions (mTBI) are still prevalent to this day. READ MORE
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18. Linear Impact of Bicycle Helmet – Experimental Testing and FE-modelling
University essay from KTH/HållfasthetsläraAbstract : The aim with this master thesis was to set up a FE-simulation of an impact test of a bike helmet in LS-DYNA that correlates well with the peak acceleration score of a real life impact test. Furthermore, a parametric study has been performed in LS DYNA to investigate the robustness of the model, as well as to see which parameters have a great influence on the peak acceleration score. READ MORE
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19. FE Simulations of Mounting of an Anisotropic Work Piece Material to Reduce the Effects of Vibration
University essay from Lunds universitet/Industriell ProduktionAbstract : Optical cavities should be designed to be insensitive to vibration in all directions. The study of the behavior of the material used to develop an optical cavity is vital for the cavity to be insensitive in all orders. READ MORE
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20. Influence of load distribution on trough bridges
University essay from Luleå tekniska universitet/Institutionen för samhällsbyggnad och naturresurserAbstract : There are approximately 4000 railway bridges in Sweden and a common construction type is the short span concrete trough bridge. With the current standards the load distribution through ballast is assumed to be uniformly distributed with a distribution slope of 2:1 according to the Swedish Administration of Transport or 4:1 according to Eurocode 1. READ MORE