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M.S.M. Sampaio, R.R. Paccola, H.B. Coda, "Contact Stress Analysis of Fully Adherent Fiber-Matrix Elastic Two-Dimensional Composite Solids", in , (Editors), "Proceedings of the Fourteenth International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Stirlingshire, UK, Paper 165, 2013. doi:10.4203/ccp.102.165

Keywords: finite element method, geometrical nonlinearity, fibre-reinforced solids, contact stress analysis.

Summary

This paper presents a finite element formulation for the analysis of two dimensional reinforced elastic solids developing both small and large deformations without increasing the number of degrees of freedom. Fibres are freely spread over the domain without the necessity of node coincidence. Contact stress analysis is carried out for both straight and curved elements using two different strategies. The first employs consistent differential relations and the second adopts a simple average calculation. The development of all equations is described in the paper. Numerical examples are employed to demonstrate the potential of the proposed methodology.

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Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Proceedings ISSN 1759-3433 CCP: 102 PROCEEDINGS OF THE FOURTEENTH INTERNATIONAL CONFERENCE ON CIVIL, STRUCTURAL AND ENVIRONMENTAL ENGINEERING COMPUTING Edited by: Paper 165 Contact Stress Analysis of Fully Adherent Fiber-Matrix Elastic Two-Dimensional Composite Solids M.S.M. Sampaio, R.R. Paccola and H.B. Coda São Carlos School of Engineering, University of São Paulo, Brazil doi:10.4203/ccp.102.165 purchase the full-text of this paper Full Bibliographic Reference for this paper M.S.M. Sampaio, R.R. Paccola, H.B. Coda, "Contact Stress Analysis of Fully Adherent Fiber-Matrix Elastic Two-Dimensional Composite Solids", in , (Editors), "Proceedings of the Fourteenth International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Stirlingshire, UK, Paper 165, 2013. doi:10.4203/ccp.102.165 Keywords: finite element method, geometrical nonlinearity, fibre-reinforced solids, contact stress analysis. Summary This paper presents a finite element formulation for the analysis of two dimensional reinforced elastic solids developing both small and large deformations without increasing the number of degrees of freedom. Fibres are freely spread over the domain without the necessity of node coincidence. Contact stress analysis is carried out for both straight and curved elements using two different strategies. The first employs consistent differential relations and the second adopts a simple average calculation. The development of all equations is described in the paper. Numerical examples are employed to demonstrate the potential of the proposed methodology. purchase the full-text of this paper (price £20) go to the previous paper go to the next paper return to the table of contents return to the book description purchase this book (price £65 +P&P)
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