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The linesearch technique has been included to improve the rate ofconvergence in the analysis of reinforced concrete slabs.Theprogram has been tested against experimental and numerical resultsobatined by other investigators and has been shown to give goodagreement.
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.
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The behaviour of steel plates and reinforced concrete slabs whichundergo large deflections has been investigated using the finiteelement method.
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.
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.
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.