Recent Publications:
Journals:
Rajagopal A, and Scherer M, Sukumar N, Steinmann P (2008) “ Smooth conformal alpha NEM for Gradient elasticity, (To be Communicated)
Rajagopal A, and Balachandran G R, M S Sivakumar(2008) “ Numerical Integration of Galerkin weak form in Mesh free methods ,Journal of structural Engineering (Under review)
Rajagopal A, and M S Sivakumar(2008) “ An r-h adaptive strategy for analysis of Laminated Composite plates ,IJCMESM (Accepted for Publication)
Rajagopal A, and G R Balachandran, M S Sivakumar(2008) “ Mesh free galerkin method based on Natural neighbours and conformal mapping ,Computational Mechanics (42(6), 885-905 )
Rajagopal A, and M S Sivakumar(2007) “ An r-h adaptive strategy for analysis of Plane Problems with Bimaterial Interfaces ,Computational Mechanics (41(1),49-72)
Rajagopal A, and M S Sivakumar(2006) “ Optimality of finite element grids based on material forces and error assessment" Computer Assisted mechanics and Engineering Sciences, CAMES ,12,1-21,2006.
Rajagopal A , R. Gangadharan, M. S. Sivakumar (2004) “ An r-h adaptive strategy based Material forces and Error assessment”, J. of Computers Materials and Continua, CMC 1(3), pp. 229-244.
Rajagopal A, R. Gangadharan , M. S. Sivakumar (2006) “ Performance evaluation of Configurational force and Spring Analogy based Mesh Optimization Schemes” IJCMESM, Int. J. of Computational Engineering Sciences and Mechanics ,Vol 7, 241-262,2006.
Rajagopal, A., Ravichandran, M., Muralidharan, G. and Sivakumar, S.M.,(2003)“Distributed computation of structural integrity of LMFBR components subjected to thermal striping, "Int. J. Fatigue & Frac. of Eng. Mat. & Struct.,FFEMS 26, 847-858, 2003.
Conferences:
Rajagopal A, P.Steinmann (2008) “Multiscale Mesh free method” , GAMM Workshop on Multiscale Modeling 2008, 11 - 12 July 2008,Stutgart, Germany.
Rajagopal A, P.Steinmann (2008) “C1 Natural Element Method” , GAMM 2008, 31 March - April 5 2008,Bremen, Germany.
Rajagopal A,G R Balachandran, S M Sivakumar (2008) “An efficient mesh less method based on natural neighbours conformal mapping and cubature ” , Structural Engineering Convention, SERC, December 2008, Chennai, India.
Rajagopal A and M S Sivakumar (2005) “ An r-h refinement strategy for analysis of composites “ International Conference on Computational and Experimental Engineering and Sciences, ICCES 2005, IIT Madras, Chennai INDIA.
Rajagopal A and M S Sivakumar (2006) “ An r-h refinement strategy for analysis of RM Plates “ International Conference on Computational Mechancis, ICCMS 2006, IIT Guwahati, GUWAHATI INDIA.
Rajagopal A, N G Muralidher, M S Sivakumar (2006) “ A Damage Assessment Model for Components subjected to thermal stripping", Proceedings of XIV NASAS, VNIT, Nagpur 2006.
Rajagopal A, G R Balachandran, M S Sivakumar (2007) “ Adaptive Mesh free methods based on natural neighbours and configurational forces ",Proceedings of Int conference on Mathematical and statitistical methods ICMS , IIT, Madras 7-10 Jan 2007.
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