Essays about: "Icke-linjär finita element analys"
Showing result 1 - 5 of 7 essays containing the words Icke-linjär finita element analys.
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1. From Topology Optimized Concept to Detailed Design via Implicit-based Geometries and Non-linear Finite Element Analysis
University essay from Örebro universitet/Institutionen för naturvetenskap och teknikAbstract : A workflow to go from topology optimized concept to a detailed design was created in this thesis. This was done through the use of Implicit-based geometries and Non-linear finite element analysis. READ MORE
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2. 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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3. Non-Linear FE-Analysis of a Composite Action Girder with Coiled Spring Pins as Shear Connectors
University essay from Luleå tekniska universitet/Institutionen för samhällsbyggnad och naturresurserAbstract : For bridges to cope with increased requirements such as increased loads, strengthening work can be carried out. In cases where older steel-concrete bridges do not have a composite action, an alternative is to create composite-action to achieve a higher flexural strength. It is introduced by post-installing shear connectors. READ MORE
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4. Finite Element Analysis of the Dynamic Effect of Soil-Structure Interaction of Portal Frame Bridges - A Parametric Study
University essay from KTH/Bro- och stålbyggnadAbstract : In Sweden, the railway sector currently faces the challenge of developing its first high-speed railway line, in response to the need to provide faster domestic and international transport alternatives. High-speed train passages on railway bridges can cause resonance in the bridge superstructure, which induce high accelerations that should not exceed the limits stipulated in the current design code. READ MORE
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5. Linear and non-linear FE-analysis of cracking behavior of wing walls in integral bridges
University essay from Lunds universitet/Avdelningen för KonstruktionsteknikAbstract : Wing walls on slab frame integral bridges has traditionally been designed for mainly earth pressure and its self-weight. It has also been designed separately from the rest of the bridge. Traditionally no 3D effects have been considered in the design of the wing walls. READ MORE