Nonlinear finite element analysis of fibre-reinforced polymer/concrete joints-Reference-Cited by-同舟云学术

Nonlinear finite element analysis of fibre-reinforced polymer/concrete joints

Published:2016-07-28 Issue:10 Volume:19 Page:1604-1619
ISSN:1369-4332
Container-title:Advances in Structural Engineering
language:en
Short-container-title:Advances in Structural Engineering

Author:

Baky Hussien Abdel¹,Ebead Usama A²,Neale Kenneth W³

Affiliation:

1. Enercon Services, Inc., Germantown, MD, USA

2. The Department of Civil and Architectural Engineering, College of Engineering, Qatar University, Doha, Qatar

3. Department of Civil Engineering, University of Sherbrooke, Sherbrooke, QC, Canada

Abstract

The objective of this research work is to simulate the interfacial shear response of fibre-reinforced polymer/concrete joints using a micromechanics-based concrete approach. The M4 version of the microplane concrete theory is coded in FORTRAN and implemented as a parallel user-defined subroutine into the commercial finite element software package ADINA. This article first focuses on three-dimensional nonlinear micromechanics-based finite element analyses. Then, validations are carried out using experimental results of 40 fibre-reinforced polymer/concrete joints. The objective is to assess the accuracy of the microplane approach to represent the interfacial shear behaviour of the fibre-reinforced polymer/concrete joints as an alternative to implementing interface elements. At the end of this article, numerical comparisons are presented between the predictions using a phenomenological concrete constitutive law adopted in the software package (with a smeared crack model) and the micromechanics-based analysis (microplane theory) to simulate the concrete behaviour.

Publisher

SAGE Publications

Subject

Building and Construction,Civil and Structural Engineering

Link

http://journals.sagepub.com/doi/pdf/10.1177/1369433216646016

Reference36 articles.

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