Application of 3D digital image correlation to capture the impact behavior of UHPFRC plate

Yuanye He; Esmaeel Esmaeeli; Marios N. Soutsos

doi:10.1007/978-3-030-83719-8_79

Application of 3D digital image correlation to capture the impact behavior of UHPFRC plate

Yuanye He, Esmaeel Esmaeeli^*, Marios N. Soutsos

^*Corresponding author for this work

School of Natural and Built Environment

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

Abstract

In this study, a repeated drop-weight test on a 50 mm thick four-side fixed UHPFRC plate was carried out. A high-speed 3D Digital Image Correlation technique (3D DIC) was employed to capture the full-field response of the plate during impact loading. The DIC results were validated against the measurements of physical accelerometer and strain sensors attached on the top surface of the plate. The DIC results in combination with a polynomial surface fitting method was used to obtain the mid-point deflection. Replicability of the plate’s dynamic response indicated that only negligible damages occurred in the plate due to repeated drops from 0.5 m. During the subsequent impact from 2.0 m, the overall performance was governed by flexure. Lastly, the plate failed with local failure and flexure after impacted from 3.0 m.

Original language	English
Title of host publication	Fibre Reinforced Concrete: Improvements and Innovations II. X RILEM-fib International Symposium on Fibre Reinforced Concrete (BEFIB) 2021: Proceedings
Editors	Pedro Serna, Aitor Llano-Torre, José R. Martí-Vargas, Juan Navarro-Gregori
Publisher	Springer Science and Business Media B.V.
Pages	925-935
Number of pages	11
ISBN (Electronic)	9783030837198
ISBN (Print)	9783030837181
DOIs	https://doi.org/10.1007/978-3-030-83719-8_79
Publication status	Published - 05 Sept 2021

Publication series

Name	RILEM Bookseries
Volume	36
ISSN (Print)	2211-0844
ISSN (Electronic)	2211-0852

Bibliographical note

Funding Information:
Acknowledgements. The first author gratefully acknowledges the financial support provided by Xinjiang Uygur Autonomous Region Educational Commission and Xinjiang University from China.

Publisher Copyright:
© 2022, RILEM.

Keywords

3D digital image correlation
Fixed support
Full-field deformation measurements
Impact behaviour
UHPFRC plate

ASJC Scopus subject areas

Civil and Structural Engineering
Building and Construction
Mechanics of Materials

Access to Document

10.1007/978-3-030-83719-8_79Licence: Unspecified

Impact resistance and modelling of ultra high performance fibre reinforced concrete (UHPFRC) plates
He, Y. (Author), Soutsos, M. (Supervisor) & Sha, W. (Supervisor), Mar 2025
Student thesis: Doctoral Thesis › Doctor of Philosophy

Cite this

He, Y., Esmaeeli, E., & Soutsos, M. N. (2021). Application of 3D digital image correlation to capture the impact behavior of UHPFRC plate. In P. Serna, A. Llano-Torre, J. R. Martí-Vargas, & J. Navarro-Gregori (Eds.), Fibre Reinforced Concrete: Improvements and Innovations II. X RILEM-fib International Symposium on Fibre Reinforced Concrete (BEFIB) 2021: Proceedings (pp. 925-935). (RILEM Bookseries; Vol. 36). Springer Science and Business Media B.V.. https://doi.org/10.1007/978-3-030-83719-8_79

He, Yuanye ; Esmaeeli, Esmaeel ; Soutsos, Marios N. / Application of 3D digital image correlation to capture the impact behavior of UHPFRC plate. Fibre Reinforced Concrete: Improvements and Innovations II. X RILEM-fib International Symposium on Fibre Reinforced Concrete (BEFIB) 2021: Proceedings. editor / Pedro Serna ; Aitor Llano-Torre ; José R. Martí-Vargas ; Juan Navarro-Gregori. Springer Science and Business Media B.V., 2021. pp. 925-935 (RILEM Bookseries).

@inproceedings{a899aabf55ba42a7a6025558a4a81630,

title = "Application of 3D digital image correlation to capture the impact behavior of UHPFRC plate",

abstract = "In this study, a repeated drop-weight test on a 50 mm thick four-side fixed UHPFRC plate was carried out. A high-speed 3D Digital Image Correlation technique (3D DIC) was employed to capture the full-field response of the plate during impact loading. The DIC results were validated against the measurements of physical accelerometer and strain sensors attached on the top surface of the plate. The DIC results in combination with a polynomial surface fitting method was used to obtain the mid-point deflection. Replicability of the plate{\textquoteright}s dynamic response indicated that only negligible damages occurred in the plate due to repeated drops from 0.5 m. During the subsequent impact from 2.0 m, the overall performance was governed by flexure. Lastly, the plate failed with local failure and flexure after impacted from 3.0 m.",

keywords = "3D digital image correlation, Fixed support, Full-field deformation measurements, Impact behaviour, UHPFRC plate",

author = "Yuanye He and Esmaeel Esmaeeli and Soutsos, \{Marios N.\}",

note = "Funding Information: Acknowledgements. The first author gratefully acknowledges the financial support provided by Xinjiang Uygur Autonomous Region Educational Commission and Xinjiang University from China. Publisher Copyright: {\textcopyright} 2022, RILEM.",

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He, Y, Esmaeeli, E & Soutsos, MN 2021, Application of 3D digital image correlation to capture the impact behavior of UHPFRC plate. in P Serna, A Llano-Torre, JR Martí-Vargas & J Navarro-Gregori (eds), Fibre Reinforced Concrete: Improvements and Innovations II. X RILEM-fib International Symposium on Fibre Reinforced Concrete (BEFIB) 2021: Proceedings. RILEM Bookseries, vol. 36, Springer Science and Business Media B.V., pp. 925-935. https://doi.org/10.1007/978-3-030-83719-8_79

Application of 3D digital image correlation to capture the impact behavior of UHPFRC plate. / He, Yuanye; Esmaeeli, Esmaeel; Soutsos, Marios N.
Fibre Reinforced Concrete: Improvements and Innovations II. X RILEM-fib International Symposium on Fibre Reinforced Concrete (BEFIB) 2021: Proceedings. ed. / Pedro Serna; Aitor Llano-Torre; José R. Martí-Vargas; Juan Navarro-Gregori. Springer Science and Business Media B.V., 2021. p. 925-935 (RILEM Bookseries; Vol. 36).

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

TY - GEN

T1 - Application of 3D digital image correlation to capture the impact behavior of UHPFRC plate

AU - He, Yuanye

AU - Esmaeeli, Esmaeel

AU - Soutsos, Marios N.

N1 - Funding Information: Acknowledgements. The first author gratefully acknowledges the financial support provided by Xinjiang Uygur Autonomous Region Educational Commission and Xinjiang University from China. Publisher Copyright: © 2022, RILEM.

PY - 2021/9/5

Y1 - 2021/9/5

N2 - In this study, a repeated drop-weight test on a 50 mm thick four-side fixed UHPFRC plate was carried out. A high-speed 3D Digital Image Correlation technique (3D DIC) was employed to capture the full-field response of the plate during impact loading. The DIC results were validated against the measurements of physical accelerometer and strain sensors attached on the top surface of the plate. The DIC results in combination with a polynomial surface fitting method was used to obtain the mid-point deflection. Replicability of the plate’s dynamic response indicated that only negligible damages occurred in the plate due to repeated drops from 0.5 m. During the subsequent impact from 2.0 m, the overall performance was governed by flexure. Lastly, the plate failed with local failure and flexure after impacted from 3.0 m.

AB - In this study, a repeated drop-weight test on a 50 mm thick four-side fixed UHPFRC plate was carried out. A high-speed 3D Digital Image Correlation technique (3D DIC) was employed to capture the full-field response of the plate during impact loading. The DIC results were validated against the measurements of physical accelerometer and strain sensors attached on the top surface of the plate. The DIC results in combination with a polynomial surface fitting method was used to obtain the mid-point deflection. Replicability of the plate’s dynamic response indicated that only negligible damages occurred in the plate due to repeated drops from 0.5 m. During the subsequent impact from 2.0 m, the overall performance was governed by flexure. Lastly, the plate failed with local failure and flexure after impacted from 3.0 m.

KW - 3D digital image correlation

KW - Fixed support

KW - Full-field deformation measurements

KW - Impact behaviour

KW - UHPFRC plate

U2 - 10.1007/978-3-030-83719-8_79

DO - 10.1007/978-3-030-83719-8_79

M3 - Conference contribution

AN - SCOPUS:85114494446

SN - 9783030837181

T3 - RILEM Bookseries

SP - 925

EP - 935

BT - Fibre Reinforced Concrete: Improvements and Innovations II. X RILEM-fib International Symposium on Fibre Reinforced Concrete (BEFIB) 2021: Proceedings

A2 - Serna, Pedro

A2 - Llano-Torre, Aitor

A2 - Martí-Vargas, José R.

A2 - Navarro-Gregori, Juan

PB - Springer Science and Business Media B.V.

ER -

He Y, Esmaeeli E, Soutsos MN. Application of 3D digital image correlation to capture the impact behavior of UHPFRC plate. In Serna P, Llano-Torre A, Martí-Vargas JR, Navarro-Gregori J, editors, Fibre Reinforced Concrete: Improvements and Innovations II. X RILEM-fib International Symposium on Fibre Reinforced Concrete (BEFIB) 2021: Proceedings. Springer Science and Business Media B.V. 2021. p. 925-935. (RILEM Bookseries). doi: 10.1007/978-3-030-83719-8_79

Application of 3D digital image correlation to capture the impact behavior of UHPFRC plate

Abstract

Publication series

Bibliographical note

Keywords

ASJC Scopus subject areas

Access to Document

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Student theses

Impact resistance and modelling of ultra high performance fibre reinforced concrete (UHPFRC) plates

Cite this