Finite element analysis of reinforced concrete slabs under service loading using a new triangular layered plate element

Yixia Zhang; Mark A. Bradford; R. Ian Gilbert

Finite element analysis of reinforced concrete slabs under service loading using a new triangular layered plate element

Yixia Zhang, Mark A. Bradford, R. Ian Gilbert

University of New South Wales

Research output: Chapter in Book / Conference Paper › Conference Paper › peer-review

Abstract

This paper develops a 3-node, 18-dof triangular layered plate element for the geometric and material nonlinear analysis of RC slabs at service loads. It combines a 9-dof triangular membrane element with drilling degrees of freedom and a refined, non-conforming 9-dof triangular plate bending element to account for membrane and flexural coupling. Two numerical examples illustrais the efficacy of this robust element.

Original language	English
Title of host publication	Computational Plasticity
Subtitle of host publication	Fundamentals and Applications - Proceedings of the 8th International Conference on Computational Plasticity, COMPLAS VIII
Pages	201-204
Number of pages	4
Edition	PART 1
Publication status	Published - 2005
Externally published	Yes
Event	8th International Conference on Computational Plasticity: Fundamentals and Applications, COMPLAS VIII - Barcelona, Spain Duration: 5 Sept 2005 → 7 Sept 2005

Publication series

Name	Computational Plasticity: Fundamentals and Applications - Proceedings of the 8th International Conference on Computational Plasticity, COMPLAS VIII
Number	PART 1

Conference

Conference	8th International Conference on Computational Plasticity: Fundamentals and Applications, COMPLAS VIII
Country/Territory	Spain
City	Barcelona
Period	5/09/05 → 7/09/05

Keywords

Concrete cracking
RC slabs
Tension stiffening
Triangular layered element

Cite this

Zhang, Y., Bradford, M. A., & Gilbert, R. I. (2005). Finite element analysis of reinforced concrete slabs under service loading using a new triangular layered plate element. In Computational Plasticity: Fundamentals and Applications - Proceedings of the 8th International Conference on Computational Plasticity, COMPLAS VIII (PART 1 ed., pp. 201-204). (Computational Plasticity: Fundamentals and Applications - Proceedings of the 8th International Conference on Computational Plasticity, COMPLAS VIII; No. PART 1).

Zhang, Yixia ; Bradford, Mark A. ; Gilbert, R. Ian. / Finite element analysis of reinforced concrete slabs under service loading using a new triangular layered plate element. Computational Plasticity: Fundamentals and Applications - Proceedings of the 8th International Conference on Computational Plasticity, COMPLAS VIII. PART 1. ed. 2005. pp. 201-204 (Computational Plasticity: Fundamentals and Applications - Proceedings of the 8th International Conference on Computational Plasticity, COMPLAS VIII; PART 1).

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title = "Finite element analysis of reinforced concrete slabs under service loading using a new triangular layered plate element",

abstract = "This paper develops a 3-node, 18-dof triangular layered plate element for the geometric and material nonlinear analysis of RC slabs at service loads. It combines a 9-dof triangular membrane element with drilling degrees of freedom and a refined, non-conforming 9-dof triangular plate bending element to account for membrane and flexural coupling. Two numerical examples illustrais the efficacy of this robust element.",

keywords = "Concrete cracking, RC slabs, Tension stiffening, Triangular layered element",

author = "Yixia Zhang and Bradford, {Mark A.} and Gilbert, {R. Ian}",

year = "2005",

language = "English",

isbn = "8495999781",

series = "Computational Plasticity: Fundamentals and Applications - Proceedings of the 8th International Conference on Computational Plasticity, COMPLAS VIII",

number = "PART 1",

pages = "201--204",

booktitle = "Computational Plasticity",

edition = "PART 1",

note = "8th International Conference on Computational Plasticity: Fundamentals and Applications, COMPLAS VIII ; Conference date: 05-09-2005 Through 07-09-2005",

}

Zhang, Y, Bradford, MA & Gilbert, RI 2005, Finite element analysis of reinforced concrete slabs under service loading using a new triangular layered plate element. in Computational Plasticity: Fundamentals and Applications - Proceedings of the 8th International Conference on Computational Plasticity, COMPLAS VIII. PART 1 edn, Computational Plasticity: Fundamentals and Applications - Proceedings of the 8th International Conference on Computational Plasticity, COMPLAS VIII, no. PART 1, pp. 201-204, 8th International Conference on Computational Plasticity: Fundamentals and Applications, COMPLAS VIII, Barcelona, Spain, 5/09/05.

Finite element analysis of reinforced concrete slabs under service loading using a new triangular layered plate element. / Zhang, Yixia; Bradford, Mark A.; Gilbert, R. Ian.
Computational Plasticity: Fundamentals and Applications - Proceedings of the 8th International Conference on Computational Plasticity, COMPLAS VIII. PART 1. ed. 2005. p. 201-204 (Computational Plasticity: Fundamentals and Applications - Proceedings of the 8th International Conference on Computational Plasticity, COMPLAS VIII; No. PART 1).

Research output: Chapter in Book / Conference Paper › Conference Paper › peer-review

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T1 - Finite element analysis of reinforced concrete slabs under service loading using a new triangular layered plate element

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AU - Bradford, Mark A.

AU - Gilbert, R. Ian

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N2 - This paper develops a 3-node, 18-dof triangular layered plate element for the geometric and material nonlinear analysis of RC slabs at service loads. It combines a 9-dof triangular membrane element with drilling degrees of freedom and a refined, non-conforming 9-dof triangular plate bending element to account for membrane and flexural coupling. Two numerical examples illustrais the efficacy of this robust element.

AB - This paper develops a 3-node, 18-dof triangular layered plate element for the geometric and material nonlinear analysis of RC slabs at service loads. It combines a 9-dof triangular membrane element with drilling degrees of freedom and a refined, non-conforming 9-dof triangular plate bending element to account for membrane and flexural coupling. Two numerical examples illustrais the efficacy of this robust element.

KW - Concrete cracking

KW - RC slabs

KW - Tension stiffening

KW - Triangular layered element

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M3 - Conference Paper

AN - SCOPUS:84863175329

SN - 8495999781

SN - 9788495999788

T3 - Computational Plasticity: Fundamentals and Applications - Proceedings of the 8th International Conference on Computational Plasticity, COMPLAS VIII

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BT - Computational Plasticity

T2 - 8th International Conference on Computational Plasticity: Fundamentals and Applications, COMPLAS VIII

Y2 - 5 September 2005 through 7 September 2005

ER -

Zhang Y, Bradford MA, Gilbert RI. Finite element analysis of reinforced concrete slabs under service loading using a new triangular layered plate element. In Computational Plasticity: Fundamentals and Applications - Proceedings of the 8th International Conference on Computational Plasticity, COMPLAS VIII. PART 1 ed. 2005. p. 201-204. (Computational Plasticity: Fundamentals and Applications - Proceedings of the 8th International Conference on Computational Plasticity, COMPLAS VIII; PART 1).

Finite element analysis of reinforced concrete slabs under service loading using a new triangular layered plate element

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