Computational Technology Resources - CCP

M. Sekulovic*, D. Milasinovic# and D. Kovacevic#

*Civil Engineering Faculty, University of Belgrade, Belgrade, Yugoslavia
#Civil Engineering Faculty, University of Novi Sad, Novi Sad, Yugoslavia

doi:10.4203/ccp.43.7.3

purchase the full-text of this paper

M. Sekulovic, D. Milasinovic, D. Kovacevic, "Increasing of Numerical Efficiency in Nonlinear Analysis of Reinforced Concrete Beam Elements", in B.H.V. Topping, (Editor), "Advances in Computational Techniques for Structural Engineering", Civil-Comp Press, Edinburgh, UK, pp 139-150, 1996. doi:10.4203/ccp.43.7.3

Abstract

This paper presents a possibilities for increasing the efficiency of non-linear analysis for reinforced concrete beam structures by application of the finite element method (FEM). A various procedures for discretization of the beam structures are discussed. Special attention is paid to the two-dimensional beam finite element (beam FE).

Opposite to standard approach (i.e. Finite Layer Technique - FLT), which means discrete change of material properties, proposed procedure suggest calculation of crosssection stiffness based on "continuous" change of material properties. If discretization is performed by a low number of layers, because of assumption of constant axial stress, in standard FLT, errors appear in approximation. Proposed procedure partially solve this problem.

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 £68 +P&P)

	Computational & Technology Resources an online resource for computational, engineering & technology publications
	not logged in - login
Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Proceedings ISSN 1759-3433 CCP: 43 ADVANCES IN COMPUTATIONAL TECHNIQUES FOR STRUCTURAL ENGINEERING Edited by: B.H.V. Topping Paper VII.3 Increasing of Numerical Efficiency in Nonlinear Analysis of Reinforced Concrete Beam Elements M. Sekulovic, D. Milasinovic# and D. Kovacevic# Civil Engineering Faculty, University of Belgrade, Belgrade, Yugoslavia #Civil Engineering Faculty, University of Novi Sad, Novi Sad, Yugoslavia doi:10.4203/ccp.43.7.3 purchase the full-text of this paper Full Bibliographic Reference for this paper M. Sekulovic, D. Milasinovic, D. Kovacevic, "Increasing of Numerical Efficiency in Nonlinear Analysis of Reinforced Concrete Beam Elements", in B.H.V. Topping, (Editor), "Advances in Computational Techniques for Structural Engineering", Civil-Comp Press, Edinburgh, UK, pp 139-150, 1996. doi:10.4203/ccp.43.7.3 Abstract This paper presents a possibilities for increasing the efficiency of non-linear analysis for reinforced concrete beam structures by application of the finite element method (FEM). A various procedures for discretization of the beam structures are discussed. Special attention is paid to the two-dimensional beam finite element (beam FE). Opposite to standard approach (i.e. Finite Layer Technique - FLT), which means discrete change of material properties, proposed procedure suggest calculation of crosssection stiffness based on "continuous" change of material properties. If discretization is performed by a low number of layers, because of assumption of constant axial stress, in standard FLT, errors appear in approximation. Proposed procedure partially solve this problem. 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 £68 +P&P)
Back to top	©Civil-Comp Limited 2023 - terms & conditions