Size Effects on the Bending Behaviour of Reinforced Concrete Beams

Rune Brincker; M. S. Henriksen; F. A. Christensen; Gert Heshe

Size Effects on the Bending Behaviour of Reinforced Concrete Beams

Rune Brincker, M. S. Henriksen, F. A. Christensen, Gert Heshe

Publikation: Bidrag til bog/antologi/rapport/konference proceeding › Konferenceartikel i proceeding › Forskning › peer review

17 Citationer (Scopus)

1156 Downloads (Pure)

Abstract

Load-deformation curves for reinforced concrete beams subjected to bending show size effects due to tensile failure of the concrete at early stages in the failure process and due to compression failure of the concrete when the final failure takes place. In this paper these effects are modelled using fracture mechanical concepts, and size effects of the models are studied and compared with experimental results.

Originalsprog	Engelsk
Titel	Minimum Reinforcement in Concrete Members : ESIS Publication 24
Redaktører	Alberto Carpinteri
Forlag	Pergamon Press
Publikationsdato	1999
Sider	127-137
ISBN (Trykt)	0080430228
Status	Udgivet - 1999
Begivenhed	ESIS-Technical Committee 9 on Concrete meeting - Torino, USA Varighed: 19 maj 2010 → …

Konference

Konference	ESIS-Technical Committee 9 on Concrete meeting
Land/Område	USA
By	Torino
Periode	19/05/2010 → …

Navn	European Structural Integrity Society
Vol/bind	24

Bibliografisk note

Yderligere vedlagt som filer for sig:
Appendix A, 6 pp.
Appendix B, 6 pp.
Appendix C, 11 pp.

Emneord

Reinforced Concrete Beams
Tensile Failure
Fracture Mechanical Concept
Concrete
Experimental Methods

Adgang til dokumentet

Size_Effects_on_the_Bending_Behaviour_of_Reinforced_Concrete_BeamsForlagets udgivne version, 3,15 MB
appendix_aForlagets udgivne version, 1,26 MB
appendix_bForlagets udgivne version, 1,69 MB
appendix_cForlagets udgivne version, 2,55 MB

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Citationsformater

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title = "Size Effects on the Bending Behaviour of Reinforced Concrete Beams",

abstract = "Load-deformation curves for reinforced concrete beams subjected to bending show size effects due to tensile failure of the concrete at early stages in the failure process and due to compression failure of the concrete when the final failure takes place. In this paper these effects are modelled using fracture mechanical concepts, and size effects of the models are studied and compared with experimental results.",

keywords = "Reinforced Concrete Beams, Tensile Failure, Fracture Mechanical Concept, Concrete, Experimental Methods",

author = "Rune Brincker and Henriksen, {M. S.} and Christensen, {F. A.} and Gert Heshe",

note = "Yderligere vedlagt som filer for sig: Appendix A, 6 pp. Appendix B, 6 pp. Appendix C, 11 pp.; ESIS-Technical Committee 9 on Concrete meeting ; Conference date: 19-05-2010",

year = "1999",

language = "English",

isbn = "0080430228",

series = "European Structural Integrity Society",

publisher = "Pergamon Press",

pages = "127--137",

editor = "Alberto Carpinteri",

booktitle = "Minimum Reinforcement in Concrete Members",

}

Size Effects on the Bending Behaviour of Reinforced Concrete Beams. / Brincker, Rune; Henriksen, M. S.; Christensen, F. A. et al.
Minimum Reinforcement in Concrete Members: ESIS Publication 24. red. / Alberto Carpinteri. Pergamon Press, 1999. s. 127-137 (European Structural Integrity Society, Bind 24).

Publikation: Bidrag til bog/antologi/rapport/konference proceeding › Konferenceartikel i proceeding › Forskning › peer review

TY - GEN

T1 - Size Effects on the Bending Behaviour of Reinforced Concrete Beams

AU - Brincker, Rune

AU - Henriksen, M. S.

AU - Christensen, F. A.

AU - Heshe, Gert

N1 - Yderligere vedlagt som filer for sig: Appendix A, 6 pp. Appendix B, 6 pp. Appendix C, 11 pp.

PY - 1999

Y1 - 1999

N2 - Load-deformation curves for reinforced concrete beams subjected to bending show size effects due to tensile failure of the concrete at early stages in the failure process and due to compression failure of the concrete when the final failure takes place. In this paper these effects are modelled using fracture mechanical concepts, and size effects of the models are studied and compared with experimental results.

AB - Load-deformation curves for reinforced concrete beams subjected to bending show size effects due to tensile failure of the concrete at early stages in the failure process and due to compression failure of the concrete when the final failure takes place. In this paper these effects are modelled using fracture mechanical concepts, and size effects of the models are studied and compared with experimental results.

KW - Reinforced Concrete Beams

KW - Tensile Failure

KW - Fracture Mechanical Concept

KW - Concrete

KW - Experimental Methods

M3 - Article in proceeding

SN - 0080430228

T3 - European Structural Integrity Society

SP - 127

EP - 137

BT - Minimum Reinforcement in Concrete Members

A2 - Carpinteri, Alberto

PB - Pergamon Press

T2 - ESIS-Technical Committee 9 on Concrete meeting

Y2 - 19 May 2010

ER -

Size Effects on the Bending Behaviour of Reinforced Concrete Beams

Abstract

Konference

Bibliografisk note

Emneord

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