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Ph D. Thesis: MESH ADAPTION TECHNIQUES  FOR PLANE AND PLATE BENDING PROBLEMS

In this work an r-h adaptive strategy has been proposed and Formulated based on VALE  analysis using QUAD4 elements. The r- adaption is based on Material or configurational forces. The h- adaption or enrichment is based on Super convergent patch recovery based estimators. The assessment of conventional r- adaption techniques have been made with the configurational force method and various improvements have been suggested. The combined strategy has been applied to the case of plane problems, bimaterial interfaces, Isotropic plates and Laminated composite plates. An element patch based recovery technique enhanced by strain energy density ratios have been used for h refinement strategy. The combined strategy has been studied as a case to obtain optimal initial and final meshes. A software RH_Adapt has been developed in this study.

  

Postgraduate (M.TECH) Thesis: A CRACK MODEL FOR CONCRETE BASED ON NONLINEAR FINITE ELEMENT ANALYSIS.

A Software (PNLFEAC) Program for Non-linear finite element analysis of concrete was developed for simulation of crack propagation in concrete panels. A discrete crack model was used in the study.  The study was done using Eight Noded isoparametric elements. Elastic Plastic response of the concrete was assumed. A detailed parametric study was made on Concrete wall panels

 

 

 

 

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