Debonding failures in FRP-plated RC beams with or without U strip end anchorage, v. 1

S.T. Smith; Jinguang Teng

Debonding failures in FRP-plated RC beams with or without U strip end anchorage, v. 1

Research output: Unpublished conference presentation (presented paper, abstract, poster) › Conference presentation (not published in journal/proceeding/book) › Academic research › peer-review

Abstract

Fibre reinforced polymer (FRP) plates can be bonded to the tension face of a reinforced concrete (RC) beam to increase its flexural capacity. Many studies have reported premature debonding failures at the plate end before the ultimate flexural capacity of the plated section is reached. This paper presents the results of an experimental investigation into such debonding failures, focussing on the interaction between shear force and bending moment at the plate end and the effect of U strip end anchorage. The study shows that there is significant interaction between shear force and bending moment at the plate end and that U strip end anchorage provides only limited strength enhancement. For the covering abstract see ITRD E123557.

Original language	English
Pages	607-615
Number of pages	9
Publication status	Published - 2001
Event	International Conference on FRP Composites in Civil Engineering [CICE] - Duration: 1 Jan 2001 → …

Conference

Conference	International Conference on FRP Composites in Civil Engineering [CICE]
Period	1/01/01 → …

Keywords

Data and Information Technology

Cite this

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title = "Debonding failures in FRP-plated RC beams with or without U strip end anchorage, v. 1",

abstract = "Fibre reinforced polymer (FRP) plates can be bonded to the tension face of a reinforced concrete (RC) beam to increase its flexural capacity. Many studies have reported premature debonding failures at the plate end before the ultimate flexural capacity of the plated section is reached. This paper presents the results of an experimental investigation into such debonding failures, focussing on the interaction between shear force and bending moment at the plate end and the effect of U strip end anchorage. The study shows that there is significant interaction between shear force and bending moment at the plate end and that U strip end anchorage provides only limited strength enhancement. For the covering abstract see ITRD E123557.",

keywords = "Data and Information Technology",

author = "S.T. Smith and Jinguang Teng",

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language = "English",

pages = "607--615",

note = "International Conference on FRP Composites in Civil Engineering [CICE] ; Conference date: 01-01-2001",

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Debonding failures in FRP-plated RC beams with or without U strip end anchorage, v. 1. / Smith, S.T.; Teng, Jinguang.
2001. 607-615 Paper presented at International Conference on FRP Composites in Civil Engineering [CICE].

Research output: Unpublished conference presentation (presented paper, abstract, poster) › Conference presentation (not published in journal/proceeding/book) › Academic research › peer-review

TY - CONF

T1 - Debonding failures in FRP-plated RC beams with or without U strip end anchorage, v. 1

AU - Smith, S.T.

AU - Teng, Jinguang

PY - 2001

Y1 - 2001

N2 - Fibre reinforced polymer (FRP) plates can be bonded to the tension face of a reinforced concrete (RC) beam to increase its flexural capacity. Many studies have reported premature debonding failures at the plate end before the ultimate flexural capacity of the plated section is reached. This paper presents the results of an experimental investigation into such debonding failures, focussing on the interaction between shear force and bending moment at the plate end and the effect of U strip end anchorage. The study shows that there is significant interaction between shear force and bending moment at the plate end and that U strip end anchorage provides only limited strength enhancement. For the covering abstract see ITRD E123557.

AB - Fibre reinforced polymer (FRP) plates can be bonded to the tension face of a reinforced concrete (RC) beam to increase its flexural capacity. Many studies have reported premature debonding failures at the plate end before the ultimate flexural capacity of the plated section is reached. This paper presents the results of an experimental investigation into such debonding failures, focussing on the interaction between shear force and bending moment at the plate end and the effect of U strip end anchorage. The study shows that there is significant interaction between shear force and bending moment at the plate end and that U strip end anchorage provides only limited strength enhancement. For the covering abstract see ITRD E123557.

KW - Data and Information Technology

M3 - Conference presentation (not published in journal/proceeding/book)

SP - 607

EP - 615

T2 - International Conference on FRP Composites in Civil Engineering [CICE]

Y2 - 1 January 2001

ER -

Debonding failures in FRP-plated RC beams with or without U strip end anchorage, v. 1

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