Reinforced concrete model for low reinforcement ratios

P. C.J. Hoogenboom; A. Scarpas; W. Voskamp

Reinforced concrete model for low reinforcement ratios

P. C.J. Hoogenboom
, A. Scarpas
, W. Voskamp

Civil & Environmental Engineering

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

Abstract

A commonly used material model for reinforced concrete walls is the modified compression field theory. In this paper it is shown that this model predicts a too high strength for low reinforcement ratios. A modification is proposed to improve the material model. The accuracy of the solution is shown and size effects are demonstrated.

Original language	British English
Title of host publication	Proceedings of the International Offshore and Polar Engineering Conference
Pages	471-476
Number of pages	6
State	Published - 2005
Event	15th International Offrshore and Polar Engineering Conference, ISOPE-2005 - Seoul, Korea, Republic of Duration: 19 Jun 2005 → 24 Jun 2005

Publication series

Name	Proceedings of the International Offshore and Polar Engineering Conference
Volume	2005
ISSN (Print)	1098-6189
ISSN (Electronic)	1555-1792

Conference

Conference	15th International Offrshore and Polar Engineering Conference, ISOPE-2005
Country/Territory	Korea, Republic of
City	Seoul
Period	19/06/05 → 24/06/05

Keywords

Crack Width
Low Reinforcement Ratios
Material Behaviour
Material Stresses
Modified Compression Field Theory
Plane Stress
Reinforced Concrete
Size Effect
Ultimate Limit State

Cite this

@inproceedings{19772d6ab7a64db3ae8e267fc382c6a1,

title = "Reinforced concrete model for low reinforcement ratios",

abstract = "A commonly used material model for reinforced concrete walls is the modified compression field theory. In this paper it is shown that this model predicts a too high strength for low reinforcement ratios. A modification is proposed to improve the material model. The accuracy of the solution is shown and size effects are demonstrated.",

keywords = "Crack Width, Low Reinforcement Ratios, Material Behaviour, Material Stresses, Modified Compression Field Theory, Plane Stress, Reinforced Concrete, Size Effect, Ultimate Limit State",

author = "Hoogenboom, \{P. C.J.\} and A. Scarpas and W. Voskamp",

year = "2005",

language = "British English",

isbn = "1880653648",

series = "Proceedings of the International Offshore and Polar Engineering Conference",

pages = "471--476",

booktitle = "Proceedings of the International Offshore and Polar Engineering Conference",

note = "15th International Offrshore and Polar Engineering Conference, ISOPE-2005 ; Conference date: 19-06-2005 Through 24-06-2005",

}

Hoogenboom, PCJ, Scarpas, A & Voskamp, W 2005, Reinforced concrete model for low reinforcement ratios. in Proceedings of the International Offshore and Polar Engineering Conference. Proceedings of the International Offshore and Polar Engineering Conference, vol. 2005, pp. 471-476, 15th International Offrshore and Polar Engineering Conference, ISOPE-2005, Seoul, Korea, Republic of, 19/06/05.

Reinforced concrete model for low reinforcement ratios. / Hoogenboom, P. C.J.; Scarpas, A.; Voskamp, W.
Proceedings of the International Offshore and Polar Engineering Conference. 2005. p. 471-476 (Proceedings of the International Offshore and Polar Engineering Conference; Vol. 2005).

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

TY - GEN

T1 - Reinforced concrete model for low reinforcement ratios

AU - Hoogenboom, P. C.J.

AU - Scarpas, A.

AU - Voskamp, W.

PY - 2005

Y1 - 2005

N2 - A commonly used material model for reinforced concrete walls is the modified compression field theory. In this paper it is shown that this model predicts a too high strength for low reinforcement ratios. A modification is proposed to improve the material model. The accuracy of the solution is shown and size effects are demonstrated.

AB - A commonly used material model for reinforced concrete walls is the modified compression field theory. In this paper it is shown that this model predicts a too high strength for low reinforcement ratios. A modification is proposed to improve the material model. The accuracy of the solution is shown and size effects are demonstrated.

KW - Crack Width

KW - Low Reinforcement Ratios

KW - Material Behaviour

KW - Material Stresses

KW - Modified Compression Field Theory

KW - Plane Stress

KW - Reinforced Concrete

KW - Size Effect

KW - Ultimate Limit State

UR - https://www.scopus.com/pages/publications/33646561244

M3 - Conference contribution

AN - SCOPUS:33646561244

SN - 1880653648

SN - 9781880653647

T3 - Proceedings of the International Offshore and Polar Engineering Conference

SP - 471

EP - 476

BT - Proceedings of the International Offshore and Polar Engineering Conference

T2 - 15th International Offrshore and Polar Engineering Conference, ISOPE-2005

Y2 - 19 June 2005 through 24 June 2005

ER -

Reinforced concrete model for low reinforcement ratios

Abstract

Publication series

Conference

Keywords

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