Structural Behaviour of Slender Geopolymer Concrete BeamsWithout Stirrups

Jiandong Lu; Yuguang Yang; Herbert van der Ham; Danny Fu

doi:10.1007/978-3-031-32511-3_86

Structural Behaviour of Slender Geopolymer Concrete BeamsWithout Stirrups

Jiandong Lu^*, Yuguang Yang, Herbert van der Ham, Danny Fu

^*Corresponding author for this work

Concrete Structures

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

42 Downloads (Pure)

Abstract

Geopolymer concrete is a new alternative material to conventional concrete with less carbon dioxide emissions. Researchers have reported much research on the material properties of geopolymer concrete. However, research on the behaviour of this newmaterial at the structural level is still limited, especially at a full-scale structural level. Three geopolymer concrete beams with a total height of 700mm were tested till the shear failure. The first two specimens were subjected to the monotonically increasing load until the shear failure. The third specimen was first loaded under sustained load at the level of 80 kN for three weeks to investigate the influence of shrinkage and creep on the cracking behaviour. Then the specimen was then unloaded and reloaded again to failure. Digital Image Correlation (DIC) measurement was used to measure the surface deformation of the whole span of the beam. The crack spacing, crack width and crack development were investigated using the DIC measurement. The experimental results showed that the shear capacity of tested geopolymer concrete beams is lower than the calculated result based on the Eurocode.

Original language	English
Title of host publication	Building for the Future: Durable, Sustainable, Resilient.
Subtitle of host publication	Proceedings of the fib Symposium 2023 - Volume 2
Editors	Alper Ilki, Derya Çavunt, Yavuz Selim Çavunt
Publisher	Springer
Pages	835–845
Number of pages	11
Volume	350
ISBN (Electronic)	978-3-031-32511-3
ISBN (Print)	978-3-031-32510-6, 978-3-031-32513-7
DOIs	https://doi.org/10.1007/978-3-031-32511-3_86
Publication status	Published - 2023
Event	International Symposium of the International Federation for Structural Concrete, fib Symposium 2023 - Istanbul, Turkey Duration: 5 Jun 2023 → 7 Jun 2023

Publication series

Name	Lecture Notes in Civil Engineering
Publisher	Springer Cham
Volume	350 LNCE
ISSN (Print)	2366-2557
ISSN (Electronic)	2366-2565

Conference

Conference	International Symposium of the International Federation for Structural Concrete, fib Symposium 2023
Country/Territory	Turkey
City	Istanbul
Period	5/06/23 → 7/06/23

Bibliographical note

Green Open Access added to TU Delft Institutional Repository ‘You share, we take care!’ – Taverne project https://www.openaccess.nl/en/you-share-we-take-care
Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public.

Keywords

Full-scale test
Geopolymer concrete
Shear behaviour in beams without stirrups
Digital image correlation

Access to Document

10.1007/978-3-031-32511-3_86

Structural Behaviour of Slender Geopolymer Concrete Beams Without StirrupsFinal published version, 1.38 MB

Cite this

Lu, J., Yang, Y., van der Ham, H., & Fu, D. (2023). Structural Behaviour of Slender Geopolymer Concrete BeamsWithout Stirrups. In A. Ilki, D. Çavunt, & Y. S. Çavunt (Eds.), Building for the Future: Durable, Sustainable, Resilient.: Proceedings of the fib Symposium 2023 - Volume 2 (Vol. 350, pp. 835–845). (Lecture Notes in Civil Engineering; Vol. 350 LNCE). Springer. https://doi.org/10.1007/978-3-031-32511-3_86

Lu, Jiandong ; Yang, Yuguang ; van der Ham, Herbert et al. / Structural Behaviour of Slender Geopolymer Concrete BeamsWithout Stirrups. Building for the Future: Durable, Sustainable, Resilient.: Proceedings of the fib Symposium 2023 - Volume 2. editor / Alper Ilki ; Derya Çavunt ; Yavuz Selim Çavunt. Vol. 350 Springer, 2023. pp. 835–845 (Lecture Notes in Civil Engineering).

@inproceedings{ec7402bec1014c9bb446b62acd66ea5d,

title = "Structural Behaviour of Slender Geopolymer Concrete BeamsWithout Stirrups",

abstract = "Geopolymer concrete is a new alternative material to conventional concrete with less carbon dioxide emissions. Researchers have reported much research on the material properties of geopolymer concrete. However, research on the behaviour of this newmaterial at the structural level is still limited, especially at a full-scale structural level. Three geopolymer concrete beams with a total height of 700mm were tested till the shear failure. The first two specimens were subjected to the monotonically increasing load until the shear failure. The third specimen was first loaded under sustained load at the level of 80 kN for three weeks to investigate the influence of shrinkage and creep on the cracking behaviour. Then the specimen was then unloaded and reloaded again to failure. Digital Image Correlation (DIC) measurement was used to measure the surface deformation of the whole span of the beam. The crack spacing, crack width and crack development were investigated using the DIC measurement. The experimental results showed that the shear capacity of tested geopolymer concrete beams is lower than the calculated result based on the Eurocode.",

keywords = "Full-scale test, Geopolymer concrete, Shear behaviour in beams without stirrups, Digital image correlation",

author = "Jiandong Lu and Yuguang Yang and {van der Ham}, Herbert and Danny Fu",

note = "Green Open Access added to TU Delft Institutional Repository {\textquoteleft}You share, we take care!{\textquoteright} – Taverne project https://www.openaccess.nl/en/you-share-we-take-care Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public.; International Symposium of the International Federation for Structural Concrete, fib Symposium 2023 ; Conference date: 05-06-2023 Through 07-06-2023",

year = "2023",

doi = "10.1007/978-3-031-32511-3_86",

language = "English",

isbn = "978-3-031-32510-6",

volume = "350",

series = "Lecture Notes in Civil Engineering",

publisher = "Springer",

pages = "835–845",

editor = "Alper Ilki and Derya {\c C}avunt and {\c C}avunt, {Yavuz Selim}",

booktitle = "Building for the Future: Durable, Sustainable, Resilient.",

}

Lu, J , Yang, Y, van der Ham, H & Fu, D 2023, Structural Behaviour of Slender Geopolymer Concrete BeamsWithout Stirrups. in A Ilki, D Çavunt & YS Çavunt (eds), Building for the Future: Durable, Sustainable, Resilient.: Proceedings of the fib Symposium 2023 - Volume 2. vol. 350, Lecture Notes in Civil Engineering, vol. 350 LNCE, Springer, pp. 835–845, International Symposium of the International Federation for Structural Concrete, fib Symposium 2023, Istanbul, Turkey, 5/06/23. https://doi.org/10.1007/978-3-031-32511-3_86

Structural Behaviour of Slender Geopolymer Concrete BeamsWithout Stirrups. / Lu, Jiandong ; Yang, Yuguang; van der Ham, Herbert et al.
Building for the Future: Durable, Sustainable, Resilient.: Proceedings of the fib Symposium 2023 - Volume 2. ed. / Alper Ilki; Derya Çavunt; Yavuz Selim Çavunt. Vol. 350 Springer, 2023. p. 835–845 (Lecture Notes in Civil Engineering; Vol. 350 LNCE).

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

TY - GEN

T1 - Structural Behaviour of Slender Geopolymer Concrete BeamsWithout Stirrups

AU - Lu, Jiandong

AU - Yang, Yuguang

AU - van der Ham, Herbert

AU - Fu, Danny

N1 - Green Open Access added to TU Delft Institutional Repository ‘You share, we take care!’ – Taverne project https://www.openaccess.nl/en/you-share-we-take-care Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public.

PY - 2023

Y1 - 2023

N2 - Geopolymer concrete is a new alternative material to conventional concrete with less carbon dioxide emissions. Researchers have reported much research on the material properties of geopolymer concrete. However, research on the behaviour of this newmaterial at the structural level is still limited, especially at a full-scale structural level. Three geopolymer concrete beams with a total height of 700mm were tested till the shear failure. The first two specimens were subjected to the monotonically increasing load until the shear failure. The third specimen was first loaded under sustained load at the level of 80 kN for three weeks to investigate the influence of shrinkage and creep on the cracking behaviour. Then the specimen was then unloaded and reloaded again to failure. Digital Image Correlation (DIC) measurement was used to measure the surface deformation of the whole span of the beam. The crack spacing, crack width and crack development were investigated using the DIC measurement. The experimental results showed that the shear capacity of tested geopolymer concrete beams is lower than the calculated result based on the Eurocode.

AB - Geopolymer concrete is a new alternative material to conventional concrete with less carbon dioxide emissions. Researchers have reported much research on the material properties of geopolymer concrete. However, research on the behaviour of this newmaterial at the structural level is still limited, especially at a full-scale structural level. Three geopolymer concrete beams with a total height of 700mm were tested till the shear failure. The first two specimens were subjected to the monotonically increasing load until the shear failure. The third specimen was first loaded under sustained load at the level of 80 kN for three weeks to investigate the influence of shrinkage and creep on the cracking behaviour. Then the specimen was then unloaded and reloaded again to failure. Digital Image Correlation (DIC) measurement was used to measure the surface deformation of the whole span of the beam. The crack spacing, crack width and crack development were investigated using the DIC measurement. The experimental results showed that the shear capacity of tested geopolymer concrete beams is lower than the calculated result based on the Eurocode.

KW - Full-scale test

KW - Geopolymer concrete

KW - Shear behaviour in beams without stirrups

KW - Digital image correlation

UR - http://www.scopus.com/inward/record.url?scp=85164256797&partnerID=8YFLogxK

U2 - 10.1007/978-3-031-32511-3_86

DO - 10.1007/978-3-031-32511-3_86

M3 - Conference contribution

SN - 978-3-031-32510-6

SN - 978-3-031-32513-7

VL - 350

T3 - Lecture Notes in Civil Engineering

SP - 835

EP - 845

BT - Building for the Future: Durable, Sustainable, Resilient.

A2 - Ilki, Alper

A2 - Çavunt, Derya

A2 - Çavunt, Yavuz Selim

PB - Springer

T2 - International Symposium of the International Federation for Structural Concrete, fib Symposium 2023

Y2 - 5 June 2023 through 7 June 2023

ER -

Lu J , Yang Y, van der Ham H, Fu D. Structural Behaviour of Slender Geopolymer Concrete BeamsWithout Stirrups. In Ilki A, Çavunt D, Çavunt YS, editors, Building for the Future: Durable, Sustainable, Resilient.: Proceedings of the fib Symposium 2023 - Volume 2. Vol. 350. Springer. 2023. p. 835–845. (Lecture Notes in Civil Engineering). doi: 10.1007/978-3-031-32511-3_86

Structural Behaviour of Slender Geopolymer Concrete BeamsWithout Stirrups

Abstract

Publication series

Conference

Bibliographical note

Keywords

Access to Document

Other files and links

Fingerprint

Cite this