Behavior of RC beam retrofitted using ultra high-performance concrete under impact loads

Mohammed Ali Al-Osta

doi:10.14455/isec.res.2019.28

Behavior of RC beam retrofitted using ultra high-performance concrete under impact loads

Mohammed Ali Al-Osta^*

^*Corresponding author for this work

Department of Civil and Environmental Engineering

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

1 Scopus citations

Abstract

Several new types of materials have recently been used as retrofitting materials for structural elements such as ultra-high performance concrete with steel fiber reinforcement (UHPFRC). These materials are used as jacking to enhance the strength and ductility reinforced concrete (RC) beams. Considerable attention has been focused on the response of retrofitted RC beam under static loads but the behavior of such beam under impact loading is somewhat lacking. Therefore, in this study, a 3-D finite element model (FEM) of retrofitted RC beams under impact loading using non-linear finite element software (ABAQUS) was investigated. Since experimental work on this topic is scarce, the FEM is validated using the results of retrofitted RC beam under static loads. The impact load was applied in ABAQUS as equivalent to an initial velocity of 2500 mm/s. A parametric study was carried out to study the flexural response of RC beams retrofitted with different thicknesses and strengthening configurations of UHPFRC under impact loading.

Original language	English
Title of host publication	ISEC 2019 - 10th International Structural Engineering and Construction Conference
Editors	Didem Ozevin, Hossein Ataei, Mehdi Modares, Asli Pelin Gurgun, Siamak Yazdani, Amarjit Singh
Publisher	ISEC Press
ISBN (Electronic)	9780996043762
DOIs	https://doi.org/10.14455/isec.res.2019.28
State	Published - 2019

Publication series

Name	ISEC 2019 - 10th International Structural Engineering and Construction Conference

Bibliographical note

Publisher Copyright:
Copyright © 2019 ISEC Press.

Keywords

ABAQUS
Finite element model
UHPFRC

ASJC Scopus subject areas

Civil and Structural Engineering
Building and Construction

Access to Document

10.14455/isec.res.2019.28

Cite this

Al-Osta, M. A. (2019). Behavior of RC beam retrofitted using ultra high-performance concrete under impact loads. In D. Ozevin, H. Ataei, M. Modares, A. P. Gurgun, S. Yazdani, & A. Singh (Eds.), ISEC 2019 - 10th International Structural Engineering and Construction Conference (ISEC 2019 - 10th International Structural Engineering and Construction Conference). ISEC Press. https://doi.org/10.14455/isec.res.2019.28

Al-Osta, Mohammed Ali. / Behavior of RC beam retrofitted using ultra high-performance concrete under impact loads. ISEC 2019 - 10th International Structural Engineering and Construction Conference. editor / Didem Ozevin ; Hossein Ataei ; Mehdi Modares ; Asli Pelin Gurgun ; Siamak Yazdani ; Amarjit Singh. ISEC Press, 2019. (ISEC 2019 - 10th International Structural Engineering and Construction Conference).

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title = "Behavior of RC beam retrofitted using ultra high-performance concrete under impact loads",

abstract = "Several new types of materials have recently been used as retrofitting materials for structural elements such as ultra-high performance concrete with steel fiber reinforcement (UHPFRC). These materials are used as jacking to enhance the strength and ductility reinforced concrete (RC) beams. Considerable attention has been focused on the response of retrofitted RC beam under static loads but the behavior of such beam under impact loading is somewhat lacking. Therefore, in this study, a 3-D finite element model (FEM) of retrofitted RC beams under impact loading using non-linear finite element software (ABAQUS) was investigated. Since experimental work on this topic is scarce, the FEM is validated using the results of retrofitted RC beam under static loads. The impact load was applied in ABAQUS as equivalent to an initial velocity of 2500 mm/s. A parametric study was carried out to study the flexural response of RC beams retrofitted with different thicknesses and strengthening configurations of UHPFRC under impact loading.",

keywords = "ABAQUS, Finite element model, UHPFRC",

author = "Al-Osta, \{Mohammed Ali\}",

note = "Publisher Copyright: Copyright {\textcopyright} 2019 ISEC Press.",

year = "2019",

doi = "10.14455/isec.res.2019.28",

language = "English",

series = "ISEC 2019 - 10th International Structural Engineering and Construction Conference",

publisher = "ISEC Press",

editor = "Didem Ozevin and Hossein Ataei and Mehdi Modares and Gurgun, \{Asli Pelin\} and Siamak Yazdani and Amarjit Singh",

booktitle = "ISEC 2019 - 10th International Structural Engineering and Construction Conference",

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Al-Osta, MA 2019, Behavior of RC beam retrofitted using ultra high-performance concrete under impact loads. in D Ozevin, H Ataei, M Modares, AP Gurgun, S Yazdani & A Singh (eds), ISEC 2019 - 10th International Structural Engineering and Construction Conference. ISEC 2019 - 10th International Structural Engineering and Construction Conference, ISEC Press. https://doi.org/10.14455/isec.res.2019.28

Behavior of RC beam retrofitted using ultra high-performance concrete under impact loads. / Al-Osta, Mohammed Ali.
ISEC 2019 - 10th International Structural Engineering and Construction Conference. ed. / Didem Ozevin; Hossein Ataei; Mehdi Modares; Asli Pelin Gurgun; Siamak Yazdani; Amarjit Singh. ISEC Press, 2019. (ISEC 2019 - 10th International Structural Engineering and Construction Conference).

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

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AU - Al-Osta, Mohammed Ali

PY - 2019

Y1 - 2019

N2 - Several new types of materials have recently been used as retrofitting materials for structural elements such as ultra-high performance concrete with steel fiber reinforcement (UHPFRC). These materials are used as jacking to enhance the strength and ductility reinforced concrete (RC) beams. Considerable attention has been focused on the response of retrofitted RC beam under static loads but the behavior of such beam under impact loading is somewhat lacking. Therefore, in this study, a 3-D finite element model (FEM) of retrofitted RC beams under impact loading using non-linear finite element software (ABAQUS) was investigated. Since experimental work on this topic is scarce, the FEM is validated using the results of retrofitted RC beam under static loads. The impact load was applied in ABAQUS as equivalent to an initial velocity of 2500 mm/s. A parametric study was carried out to study the flexural response of RC beams retrofitted with different thicknesses and strengthening configurations of UHPFRC under impact loading.

AB - Several new types of materials have recently been used as retrofitting materials for structural elements such as ultra-high performance concrete with steel fiber reinforcement (UHPFRC). These materials are used as jacking to enhance the strength and ductility reinforced concrete (RC) beams. Considerable attention has been focused on the response of retrofitted RC beam under static loads but the behavior of such beam under impact loading is somewhat lacking. Therefore, in this study, a 3-D finite element model (FEM) of retrofitted RC beams under impact loading using non-linear finite element software (ABAQUS) was investigated. Since experimental work on this topic is scarce, the FEM is validated using the results of retrofitted RC beam under static loads. The impact load was applied in ABAQUS as equivalent to an initial velocity of 2500 mm/s. A parametric study was carried out to study the flexural response of RC beams retrofitted with different thicknesses and strengthening configurations of UHPFRC under impact loading.

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M3 - Conference contribution

AN - SCOPUS:85088404977

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BT - ISEC 2019 - 10th International Structural Engineering and Construction Conference

A2 - Ozevin, Didem

A2 - Ataei, Hossein

A2 - Modares, Mehdi

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ER -

Al-Osta MA. Behavior of RC beam retrofitted using ultra high-performance concrete under impact loads. In Ozevin D, Ataei H, Modares M, Gurgun AP, Yazdani S, Singh A, editors, ISEC 2019 - 10th International Structural Engineering and Construction Conference. ISEC Press. 2019. (ISEC 2019 - 10th International Structural Engineering and Construction Conference). doi: 10.14455/isec.res.2019.28

Behavior of RC beam retrofitted using ultra high-performance concrete under impact loads

Abstract

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Bibliographical note

Keywords

ASJC Scopus subject areas

Access to Document

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Cite this