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Interfacial shear transfer of RC beams strengthened by bonded composite plates

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Interfacial shear transfer of RC beams strengthened by bonded composite plates. / Ye, J Q .
In: Cement and Concrete Composites, Vol. 23, No. 4-5, 2001, p. 411-417.

Research output: Contribution to Journal/MagazineJournal articlepeer-review

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Ye JQ. Interfacial shear transfer of RC beams strengthened by bonded composite plates. Cement and Concrete Composites. 2001;23(4-5):411-417. doi: 10.1016/S0958-9465(01)00015-4

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Ye, J Q . / Interfacial shear transfer of RC beams strengthened by bonded composite plates. In: Cement and Concrete Composites. 2001 ; Vol. 23, No. 4-5. pp. 411-417.

Bibtex

@article{8d55ca77ece24bcd94e0a9731991c759,
title = "Interfacial shear transfer of RC beams strengthened by bonded composite plates",
abstract = "In this paper an analytical method is proposed to predict the distributions of interfacial shear stress in concrete beams strengthened by composite plates. Non-linear behaviour of concrete under compression is considered in the analysis. The solutions show significant shear stress concentration near the cut-off end of plates. A parametrical study is carried out to show the effects of some design variables, e.g., thickness of adhesive layer, material properties and the distance from support to cut-off end of bonded plates. (C) 2001 Elsevier Science Ltd. All rights reserved.",
keywords = "Concrete beam, Composite plate, Shear, Stress concentration, Strengthening",
author = "Ye, {J Q}",
year = "2001",
doi = "10.1016/S0958-9465(01)00015-4",
language = "English",
volume = "23",
pages = "411--417",
journal = "Cement and Concrete Composites",
issn = "0958-9465",
publisher = "Elsevier Limited",
number = "4-5",

}

RIS

TY - JOUR

T1 - Interfacial shear transfer of RC beams strengthened by bonded composite plates

AU - Ye, J Q

PY - 2001

Y1 - 2001

N2 - In this paper an analytical method is proposed to predict the distributions of interfacial shear stress in concrete beams strengthened by composite plates. Non-linear behaviour of concrete under compression is considered in the analysis. The solutions show significant shear stress concentration near the cut-off end of plates. A parametrical study is carried out to show the effects of some design variables, e.g., thickness of adhesive layer, material properties and the distance from support to cut-off end of bonded plates. (C) 2001 Elsevier Science Ltd. All rights reserved.

AB - In this paper an analytical method is proposed to predict the distributions of interfacial shear stress in concrete beams strengthened by composite plates. Non-linear behaviour of concrete under compression is considered in the analysis. The solutions show significant shear stress concentration near the cut-off end of plates. A parametrical study is carried out to show the effects of some design variables, e.g., thickness of adhesive layer, material properties and the distance from support to cut-off end of bonded plates. (C) 2001 Elsevier Science Ltd. All rights reserved.

KW - Concrete beam

KW - Composite plate

KW - Shear

KW - Stress concentration

KW - Strengthening

U2 - 10.1016/S0958-9465(01)00015-4

DO - 10.1016/S0958-9465(01)00015-4

M3 - Journal article

VL - 23

SP - 411

EP - 417

JO - Cement and Concrete Composites

JF - Cement and Concrete Composites

SN - 0958-9465

IS - 4-5

ER -