A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Design of Disturbed Regions in Reactive Powder Concrete Bridge Girders
In this paper the benefits of using reactive powder concrete (RPC) to carry bursting forces in prestressed bridge girders is investigated. Tests were undertaken on three RPC, 150 MPa, deep beams with the results reported. Also in this paper is a FE analysis of a 35 metre prestressed RPC bridge girder. The paper shows some of the significant potential advantages of using RPC in bridge engineering.
Design of Disturbed Regions in Reactive Powder Concrete Bridge Girders
In this paper the benefits of using reactive powder concrete (RPC) to carry bursting forces in prestressed bridge girders is investigated. Tests were undertaken on three RPC, 150 MPa, deep beams with the results reported. Also in this paper is a FE analysis of a 35 metre prestressed RPC bridge girder. The paper shows some of the significant potential advantages of using RPC in bridge engineering.
Design of Disturbed Regions in Reactive Powder Concrete Bridge Girders
Voo, Jackie (author) / Foster, Stephen J. (author) / Gilbert, R. Ian (author) / Gowripalan, N. (author)
International Conference on High Performance Materials in Bridges ; 2001 ; Kona, Hawaii, United States
High Performance Materials in Bridges ; 117-127
2003-09-05
Conference paper
Electronic Resource
English
Design of Disturbed Regions in Reactive Powder Concrete Bridge Girders
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