Phd Thesis Finite Element Analysis

The linesearch technique has been included to improve the rate ofconvergence in the analysis of reinforced concrete slabs.

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This approach is intended to shine light on impact and erosion mechanisms among other multiscale, multiphysics problems.

The components of the computational framework are a contact algorithm including friction, wear, finite deformation plasticity, heat generation, heat transfer, and adaptive meshing coupled with error estimation.

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The behaviour of steel plates and reinforced concrete slabs whichundergo large deflections has been investigated using the finiteelement method.

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This dissertation is concerned with the development of a robust three-dimensional finite-element framework for the simulation of complex problems in mechanics and physics of solids.We use cookies to make interactions with our website easy and meaningful, to better understand the use of our services, and to tailor advertising.For further information, including about cookie settings, please read our Cookie Policy .The formulation is generalised using a mapping technique so that the analysis is performed in a square domain.It uses a superparametric element in which the displacement field is defined by the shape functions of an ACM plate bending element along with in-plane displacements and geometry by cubic serendipity shape functions.The adaptive meshing is a key development that enhances the efficiency and robustness of the method.We demonstrate the ability of the methodology to simulate diverse problems such as shear banding, impact, and wear.By continuing to use this site, you consent to the use of cookies.We use cookies to offer you a better experience, personalize content, tailor advertising, provide social media features, and better understand the use of our services.The concentric and eccentric stiffeners, whether straight or curvilinear are ideally modelled so that they can be placed anywhere on the plate and not necessarily along the mesh grids as usually presented in the conventional methods.The formulation accommodates different boundary conditions which can be applied along the curved/straight boundary of the plate and for various types of loadings.


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