On the extension of walraven’s aggregate interlock model based on laser scanned crack surface

Stamatia Presvyri; Yuguang Yang; Max Hendriks; Jeanette Visser; Dick Hordijk

On the extension of walraven’s aggregate interlock model based on laser scanned crack surface

Stamatia Presvyri, Yuguang Yang^*, Max Hendriks, Jeanette Visser, Dick Hordijk

^*Corresponding author for this work

Research output: Chapter in Book/Conference proceedings/Edited volume › Conference contribution › Scientific › peer-review

2 Citations (Scopus)

Abstract

With the recent developments in modelling the shear behaviour of reinforcement concrete (RC) members without transverse reinforcement, the contribution of aggregate interlock has been more and more recognized as one of the critical components in the shear resistance of RC members. This paper presents a study on the aggregate interlock action utilizing laser scanned crack surfaces including the shear crack surface of a 1.2 m concrete beam. The study extends the classic aggregate interlock model proposed by Walraven to enable the possibility of employing modern measurement technology.

Original language	English
Title of host publication	Proceedings of the fib Symposium 2019
Subtitle of host publication	Concrete - Innovations in Materials, Design and Structures
Editors	Wit Derkowski, Piotr Krajewski, Piotr Gwozdziewicz, Marek Pantak, Lukasz Hojdys
Publisher	International Federation for Structural Concrete (fib)
Pages	937-944
Number of pages	8
ISBN (Electronic)	9782940643004
Publication status	Published - 2019
Event	fib Symposium 2019: Concrete - Innovations in Materials, Design and Structures - Krakow, Poland Duration: 27 May 2019 → 29 May 2019

Conference

Conference	fib Symposium 2019: Concrete - Innovations in Materials, Design and Structures
Country/Territory	Poland
City	Krakow
Period	27/05/19 → 29/05/19

Keywords

Aggregate interlock
Crack surface
Laser scan
Shear

Cite this

Presvyri, S., Yang, Y., Hendriks, M., Visser, J., & Hordijk, D. (2019). On the extension of walraven’s aggregate interlock model based on laser scanned crack surface. In W. Derkowski, P. Krajewski, P. Gwozdziewicz, M. Pantak, & L. Hojdys (Eds.), Proceedings of the fib Symposium 2019: Concrete - Innovations in Materials, Design and Structures (pp. 937-944). International Federation for Structural Concrete (fib).

Presvyri, Stamatia ; Yang, Yuguang ; Hendriks, Max et al. / On the extension of walraven’s aggregate interlock model based on laser scanned crack surface. Proceedings of the fib Symposium 2019: Concrete - Innovations in Materials, Design and Structures. editor / Wit Derkowski ; Piotr Krajewski ; Piotr Gwozdziewicz ; Marek Pantak ; Lukasz Hojdys. International Federation for Structural Concrete (fib), 2019. pp. 937-944

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title = "On the extension of walraven{\textquoteright}s aggregate interlock model based on laser scanned crack surface",

abstract = "With the recent developments in modelling the shear behaviour of reinforcement concrete (RC) members without transverse reinforcement, the contribution of aggregate interlock has been more and more recognized as one of the critical components in the shear resistance of RC members. This paper presents a study on the aggregate interlock action utilizing laser scanned crack surfaces including the shear crack surface of a 1.2 m concrete beam. The study extends the classic aggregate interlock model proposed by Walraven to enable the possibility of employing modern measurement technology.",

keywords = "Aggregate interlock, Crack surface, Laser scan, Shear",

author = "Stamatia Presvyri and Yuguang Yang and Max Hendriks and Jeanette Visser and Dick Hordijk",

year = "2019",

language = "English",

pages = "937--944",

editor = "Wit Derkowski and Piotr Krajewski and Piotr Gwozdziewicz and Marek Pantak and Lukasz Hojdys",

booktitle = "Proceedings of the fib Symposium 2019",

publisher = "International Federation for Structural Concrete (fib)",

note = "fib Symposium 2019: Concrete - Innovations in Materials, Design and Structures ; Conference date: 27-05-2019 Through 29-05-2019",

}

Presvyri, S, Yang, Y , Hendriks, M, Visser, J & Hordijk, D 2019, On the extension of walraven’s aggregate interlock model based on laser scanned crack surface. in W Derkowski, P Krajewski, P Gwozdziewicz, M Pantak & L Hojdys (eds), Proceedings of the fib Symposium 2019: Concrete - Innovations in Materials, Design and Structures. International Federation for Structural Concrete (fib), pp. 937-944, fib Symposium 2019: Concrete - Innovations in Materials, Design and Structures, Krakow, Poland, 27/05/19.

On the extension of walraven’s aggregate interlock model based on laser scanned crack surface. / Presvyri, Stamatia; Yang, Yuguang ; Hendriks, Max et al.
Proceedings of the fib Symposium 2019: Concrete - Innovations in Materials, Design and Structures. ed. / Wit Derkowski; Piotr Krajewski; Piotr Gwozdziewicz; Marek Pantak; Lukasz Hojdys. International Federation for Structural Concrete (fib), 2019. p. 937-944.

Research output: Chapter in Book/Conference proceedings/Edited volume › Conference contribution › Scientific › peer-review

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T1 - On the extension of walraven’s aggregate interlock model based on laser scanned crack surface

AU - Presvyri, Stamatia

AU - Yang, Yuguang

AU - Hendriks, Max

AU - Visser, Jeanette

AU - Hordijk, Dick

PY - 2019

Y1 - 2019

N2 - With the recent developments in modelling the shear behaviour of reinforcement concrete (RC) members without transverse reinforcement, the contribution of aggregate interlock has been more and more recognized as one of the critical components in the shear resistance of RC members. This paper presents a study on the aggregate interlock action utilizing laser scanned crack surfaces including the shear crack surface of a 1.2 m concrete beam. The study extends the classic aggregate interlock model proposed by Walraven to enable the possibility of employing modern measurement technology.

AB - With the recent developments in modelling the shear behaviour of reinforcement concrete (RC) members without transverse reinforcement, the contribution of aggregate interlock has been more and more recognized as one of the critical components in the shear resistance of RC members. This paper presents a study on the aggregate interlock action utilizing laser scanned crack surfaces including the shear crack surface of a 1.2 m concrete beam. The study extends the classic aggregate interlock model proposed by Walraven to enable the possibility of employing modern measurement technology.

KW - Aggregate interlock

KW - Crack surface

KW - Laser scan

KW - Shear

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M3 - Conference contribution

AN - SCOPUS:85066104752

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EP - 944

BT - Proceedings of the fib Symposium 2019

A2 - Derkowski, Wit

A2 - Krajewski, Piotr

A2 - Gwozdziewicz, Piotr

A2 - Pantak, Marek

A2 - Hojdys, Lukasz

PB - International Federation for Structural Concrete (fib)

T2 - fib Symposium 2019: Concrete - Innovations in Materials, Design and Structures

Y2 - 27 May 2019 through 29 May 2019

ER -

Presvyri S, Yang Y , Hendriks M, Visser J, Hordijk D. On the extension of walraven’s aggregate interlock model based on laser scanned crack surface. In Derkowski W, Krajewski P, Gwozdziewicz P, Pantak M, Hojdys L, editors, Proceedings of the fib Symposium 2019: Concrete - Innovations in Materials, Design and Structures. International Federation for Structural Concrete (fib). 2019. p. 937-944

On the extension of walraven’s aggregate interlock model based on laser scanned crack surface

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