Finite element modeling of seismic performance of low strength concrete exterior beam-column joints

Danish Ahmed; Mohammed H. Baluch; Muhammad K. Rahman; Alper Ilki

doi:10.1007/978-3-319-00458-7_13

Finite element modeling of seismic performance of low strength concrete exterior beam-column joints

Danish Ahmed, Mohammed H. Baluch, Muhammad K. Rahman^*, Alper Ilki

^*Corresponding author for this work

Department of Civil Engineering

King Fahd University of Petroleum and Minerals

Research output: Chapter in Book/Report/Conference proceeding › Chapter › peer-review

4 Citations (Scopus)

Abstract

This paper presents a finite element simulation to capture the nonlinear response of a typical low strength beam-column joint tested at ITU and also results of the finite element modeling and experimental program conducted at KFUPM for beam-column joints in reinforced concrete construction. Finite element analysis is performed using the software DIANA, simulating the concrete response through Drucker-Prager plasticity with a tension cut-off as failure criterion and using for the reinforcing steel Von-Mises plasticity with multi linear isotropic hardening. The failure mode and deformation response of low strength concrete beam-column joints was predicted with a good correlation between the experimental and inite element results.

Original language	English
Title of host publication	Seismic Evaluation and Rehabilitation of Structures
Publisher	Kluwer Academic Publishers
Pages	221-242
Number of pages	22
ISBN (Print)	9783319004570
DOIs	https://doi.org/10.1007/978-3-319-00458-7_13
Publication status	Published - 2014

Publication series

Name	Geotechnical, Geological and Earthquake Engineering
Volume	26
ISSN (Print)	1573-6059
ISSN (Electronic)	1872-4671

Bibliographical note

Publisher Copyright:
© Springer International Publishing Switzerland 2014

Access to Document

10.1007/978-3-319-00458-7_13

Cite this

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abstract = "This paper presents a finite element simulation to capture the nonlinear response of a typical low strength beam-column joint tested at ITU and also results of the finite element modeling and experimental program conducted at KFUPM for beam-column joints in reinforced concrete construction. Finite element analysis is performed using the software DIANA, simulating the concrete response through Drucker-Prager plasticity with a tension cut-off as failure criterion and using for the reinforcing steel Von-Mises plasticity with multi linear isotropic hardening. The failure mode and deformation response of low strength concrete beam-column joints was predicted with a good correlation between the experimental and inite element results.",

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Finite element modeling of seismic performance of low strength concrete exterior beam-column joints. / Ahmed, Danish; Baluch, Mohammed H.; Rahman, Muhammad K. et al.
Seismic Evaluation and Rehabilitation of Structures. Kluwer Academic Publishers, 2014. p. 221-242 (Geotechnical, Geological and Earthquake Engineering; Vol. 26).

Research output: Chapter in Book/Report/Conference proceeding › Chapter › peer-review

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T1 - Finite element modeling of seismic performance of low strength concrete exterior beam-column joints

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AU - Baluch, Mohammed H.

AU - Rahman, Muhammad K.

AU - Ilki, Alper

PY - 2014

Y1 - 2014

N2 - This paper presents a finite element simulation to capture the nonlinear response of a typical low strength beam-column joint tested at ITU and also results of the finite element modeling and experimental program conducted at KFUPM for beam-column joints in reinforced concrete construction. Finite element analysis is performed using the software DIANA, simulating the concrete response through Drucker-Prager plasticity with a tension cut-off as failure criterion and using for the reinforcing steel Von-Mises plasticity with multi linear isotropic hardening. The failure mode and deformation response of low strength concrete beam-column joints was predicted with a good correlation between the experimental and inite element results.

AB - This paper presents a finite element simulation to capture the nonlinear response of a typical low strength beam-column joint tested at ITU and also results of the finite element modeling and experimental program conducted at KFUPM for beam-column joints in reinforced concrete construction. Finite element analysis is performed using the software DIANA, simulating the concrete response through Drucker-Prager plasticity with a tension cut-off as failure criterion and using for the reinforcing steel Von-Mises plasticity with multi linear isotropic hardening. The failure mode and deformation response of low strength concrete beam-column joints was predicted with a good correlation between the experimental and inite element results.

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M3 - Chapter

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SN - 9783319004570

T3 - Geotechnical, Geological and Earthquake Engineering

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EP - 242

BT - Seismic Evaluation and Rehabilitation of Structures

PB - Kluwer Academic Publishers

ER -

Finite element modeling of seismic performance of low strength concrete exterior beam-column joints

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