Computational model for reinforced concrete beams strengthened by epoxy bonded steel plates

Y. N. Ziraba; M. H. Baluch

doi:10.1016/0168-874X(95)00032-O

Computational model for reinforced concrete beams strengthened by epoxy bonded steel plates

Y. N. Ziraba
, M. H. Baluch^*

^*Corresponding author for this work

King Fahd University of Petroleum & Minerals

Research output: Contribution to journal › Article › peer-review

38 Scopus citations

Abstract

This paper presents a nonlinear finite element model for the flexure-shear response of reinforced concrete (RC) beams strengthened externally by epoxy bonded steel plates. The model includes a special interface element to simulate the thin epoxy adhesive layer and which allows for the metamorphosis of failure mode from plate yielding to separation as the plate thickness t_p is increased. The numerical results show close correlation to experimental data available for an RC beam strengthened by plates of various thickness.

Original language	English
Pages (from-to)	253-271
Number of pages	19
Journal	Finite Elements in Analysis and Design
Volume	20
Issue number	4
DOIs	https://doi.org/10.1016/0168-874X(95)00032-O
State	Published - Sep 1995

Bibliographical note

Funding Information:
The authors wish to acknowledge the support of the Department of Civil Engineering, King Fahd University of Petroleum & Minerals, in the pursuit of this work.

ASJC Scopus subject areas

Analysis
General Engineering
Computer Graphics and Computer-Aided Design
Applied Mathematics

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title = "Computational model for reinforced concrete beams strengthened by epoxy bonded steel plates",

abstract = "This paper presents a nonlinear finite element model for the flexure-shear response of reinforced concrete (RC) beams strengthened externally by epoxy bonded steel plates. The model includes a special interface element to simulate the thin epoxy adhesive layer and which allows for the metamorphosis of failure mode from plate yielding to separation as the plate thickness tp is increased. The numerical results show close correlation to experimental data available for an RC beam strengthened by plates of various thickness.",

author = "Ziraba, \{Y. N.\} and Baluch, \{M. H.\}",

note = "Funding Information: The authors wish to acknowledge the support of the Department of Civil Engineering, King Fahd University of Petroleum \& Minerals, in the pursuit of this work.",

year = "1995",

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T1 - Computational model for reinforced concrete beams strengthened by epoxy bonded steel plates

AU - Ziraba, Y. N.

AU - Baluch, M. H.

N1 - Funding Information: The authors wish to acknowledge the support of the Department of Civil Engineering, King Fahd University of Petroleum & Minerals, in the pursuit of this work.

PY - 1995/9

Y1 - 1995/9

N2 - This paper presents a nonlinear finite element model for the flexure-shear response of reinforced concrete (RC) beams strengthened externally by epoxy bonded steel plates. The model includes a special interface element to simulate the thin epoxy adhesive layer and which allows for the metamorphosis of failure mode from plate yielding to separation as the plate thickness tp is increased. The numerical results show close correlation to experimental data available for an RC beam strengthened by plates of various thickness.

AB - This paper presents a nonlinear finite element model for the flexure-shear response of reinforced concrete (RC) beams strengthened externally by epoxy bonded steel plates. The model includes a special interface element to simulate the thin epoxy adhesive layer and which allows for the metamorphosis of failure mode from plate yielding to separation as the plate thickness tp is increased. The numerical results show close correlation to experimental data available for an RC beam strengthened by plates of various thickness.

UR - https://www.scopus.com/pages/publications/0029370939

U2 - 10.1016/0168-874X(95)00032-O

DO - 10.1016/0168-874X(95)00032-O

M3 - Article

AN - SCOPUS:0029370939

SN - 0168-874X

VL - 20

SP - 253

EP - 271

JO - Finite Elements in Analysis and Design

JF - Finite Elements in Analysis and Design

IS - 4

ER -

Computational model for reinforced concrete beams strengthened by epoxy bonded steel plates

Abstract

Bibliographical note

ASJC Scopus subject areas

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