The strengthening and deformation behaviour of reinforced concrete beams upgraded using prestressed composite plates

被引：0

作者：

H. N. Garden

L. C. Hollaway

A. M. Thorne

机构：

[1] University of Surrey,Composite Structures Research Unit, Department of Civil Engineering

[2] Taywood Engineering Ltd,Durability and Corrosion Group

来源：

Materials and Structures | 1998年 / 31卷

关键词：

Composite Plate; Concrete Beam; Carbon Fibre Reinforce Polymer; Ultimate Capacity; Prestress Level;

D O I：

暂无

中图分类号：

学科分类号：

摘要：

Externally bonded steel plates have been used world-wide for over twenty years to strengthen concrete members, but the disadvantages include the transportation and installation of heavy plates and steel corrosion. Polymeric composites avoid these disadvantages and provide an equally effective method of strengthening. The advantages of composites are exploited further by prestressing them before bonding to the concrete. This paper is concerned with the response of such prestressed members to applied load.

引用

页码：247 / 258

页数：11

共 12 条

[1]

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[2]

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[3]

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[4]

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[5]

Triantafillou T.C.(1997)A preliminary evaluation of carbon fibre reinforced polymer plates for strengthening reinforced concrete members Structures and Buildings (Proc. Inst. Civil Engineers) 123 127-142

[6]

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