Essays about: "ATENA 3D"
Found 5 essays containing the words ATENA 3D.
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1. Reinforcement Layout in Concrete Pile Foundations : A study based on non - linear finite element analysis
University essay from KTH/BetongbyggnadAbstract : The main topic of this thesis concerns the behavior of concrete pile cap supported by four piles with two varying positions of longitudinal reinforcements. The positions include top of piles and bottom of the pile cap. For this purpose, non-linear finite element models of a pile cap are created using software ATENA 3D. READ MORE
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2. Punching shear in concrete flat slabs supported on slender edge steel columns
University essay from KTH/BetongbyggnadAbstract : Punching shear is a failure mechanism caused by concentrated loads, creating a crack pattern that resembles a cone shape or piece of pie starting from the top surface of the slab and prolongs downwards. When the total shear force is greater than the shear resistance of the slab, it may eventually lead to punching shear failure. READ MORE
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3. Shear Stiffness and Capacity of Joints Between Precast Wall Elements
University essay from KTH/BetongbyggnadAbstract : In this thesis an investigation of the shear stiffness and capacity of joints between pre- fabricated concrete elements regarding to different material properties is reported. Two different models of shear key joints, connected to prefabricated walls, were cre- ated in the non-linear finite element software, ATENA 3D, with the aim to estimate a realistic behaviour of the joints regarding to the external loads. READ MORE
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4. Non-Linear Assessment of a Concrete Bridge Slab Loaded to Failure
University essay from KTH/BetongbyggnadAbstract : This thesis covers an investigation regarding the failure in the bridge slab of Gruvvägsbron, which was the result of the full scale test that the bridge was subjected to prior to demolition. Using the non-linear finite element software ATENA 3D, a model of the bridge was assembled, with the purpose to attempt to reenact the test procedure and realistically capture the failure load and behaviour. READ MORE
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5. Cracking Assessment of Concrete Slab Frame Bridges Exposed to Thermally Induced Restraint Forces
University essay from KTH/BetongbyggnadAbstract : The usage of linear 3D FEA is widespread within the bridge design community, and although this tool provides substantial benefits in the design process, there are certain practical issues related to the application of this analysis tool. A situation in which such an issue prevails is when linear 3D FEA is used to analyze restraint forces due to thermal shrinkage or expansion in concrete slab frame bridges. READ MORE