Experimental research and finite element analysis of square concrete
columns confined by FRP sheets under uniaxial compression
P. Feng, X. Lu, and L. Ye. Proc. 17th Australasian Conference on the Mechanics of Structures
and Materials. Gold Coast, Australia,, page 71-76. Department of Civil Engineering, Tsinghua Univ., Beijing, China, (June 2002)
Abstract
ABSTRACT: In order to investigate the behavior of square concrete
columns confined by fiber reinforced
polymer (FRP) sheets, five specimens were tested and analyzed using
finite element method (FEM). The
loading behaviors of the confined concrete columns under uniaxial
compression can be divided into three
phases. As confirmed by experimental results, finite element analysis
(FEA) can effectively simulate the
behavior of square columns confined by FRP sheets when the proper
numerical model is adopted. Based on
the test and FEA, the stress distributions and the stress development
are obtained. This provides theoretical
understanding for establishing the stress-strain curve model. It is
suggested that the FEM is a powerful
method for further research on numerical test and parameter analysis.
%0 Conference Paper
%1 Feng2002
%A Feng, P.
%A Lu, X. Z.
%A Ye, L. P.
%B Proc. 17th Australasian Conference on the Mechanics of Structures
and Materials. Gold Coast, Australia,
%D 2002
%K concrete FEM FRP experiment column
%P 71-76
%T Experimental research and finite element analysis of square concrete
columns confined by FRP sheets under uniaxial compression
%X ABSTRACT: In order to investigate the behavior of square concrete
columns confined by fiber reinforced
polymer (FRP) sheets, five specimens were tested and analyzed using
finite element method (FEM). The
loading behaviors of the confined concrete columns under uniaxial
compression can be divided into three
phases. As confirmed by experimental results, finite element analysis
(FEA) can effectively simulate the
behavior of square columns confined by FRP sheets when the proper
numerical model is adopted. Based on
the test and FEA, the stress distributions and the stress development
are obtained. This provides theoretical
understanding for establishing the stress-strain curve model. It is
suggested that the FEM is a powerful
method for further research on numerical test and parameter analysis.
@inproceedings{Feng2002,
abstract = {ABSTRACT: In order to investigate the behavior of square concrete
columns confined by fiber reinforced
polymer (FRP) sheets, five specimens were tested and analyzed using
finite element method (FEM). The
loading behaviors of the confined concrete columns under uniaxial
compression can be divided into three
phases. As confirmed by experimental results, finite element analysis
(FEA) can effectively simulate the
behavior of square columns confined by FRP sheets when the proper
numerical model is adopted. Based on
the test and FEA, the stress distributions and the stress development
are obtained. This provides theoretical
understanding for establishing the stress-strain curve model. It is
suggested that the FEM is a powerful
method for further research on numerical test and parameter analysis.},
added-at = {2015-04-15T13:01:01.000+0200},
author = {Feng, P. and Lu, X. Z. and Ye, L. P.},
biburl = {https://www.bibsonomy.org/bibtex/2b8f2379cc57250965381514df7bcc82d/v.vitanov},
booktitle = {Proc. 17th Australasian Conference on the Mechanics of Structures
and Materials. Gold Coast, Australia,},
file = {Feng2002.pdf:Feng2002.pdf:PDF},
interhash = {e9a843ca0fd0108062de27295563eee6},
intrahash = {b8f2379cc57250965381514df7bcc82d},
keywords = {concrete FEM FRP experiment column},
month = {June},
organization = {Department of Civil Engineering, Tsinghua Univ., Beijing, China},
owner = {Vladimir.Vitanov},
pages = {71-76},
timestamp = {2015-04-16T09:20:21.000+0200},
title = {Experimental research and finite element analysis of square concrete
columns confined by FRP sheets under uniaxial compression},
year = 2002
}