Add to ORKGThe present paper describes the construction process of a full-scale innovative GFRP-concrete hybrid footbridge, and summarizes the main tests performed. This footbridge is 11 m long, 2 m wide, simply supported, and composed of two pultruded I-shaped GFRP girders (0.2 m x 0.4 m) and a 0.04 thick deck in steel fiber reinforced self-compacting concrete (SFRSCC). To evaluate the static and dynamic behavior of this footbridge, short and long-term load tests, and dynamic tests were performed.(undefined
The present paper demonstrates the potentialities of combining steel fiber reinforced self-compactin...
016087122016Final Report Period: 10/1/15 \u2013 7/1/16 14PDFTech ReportRECAST UTC #00042134-04-103DT...
Fibre reinforced polymer (FRP) bridge systems have become popular amongst bridge engineers due to th...
ABSTRACT: The present paper describes the construction process of a full-scale innovative GFRP-concr...
A three-year research project (Pontalumis) was carried out for the development of an innovative simp...
A three-year research project (Pontalumis) was carried out for the development of an innovative simp...
This paper presents results of numerical investigations on the dynamic behaviour of a hybrid footbr...
In recent years, the number of pedestrian bridges built from composites materials has notably incre...
In recent years, pedestrian bridges built from composites materials have notably increased. This gro...
This is the author accepted manuscript. The final version is available from Springer via the DOI in ...
This paper involves experimental investigation onto the composite behaviour of a hybrid FRP bridge g...
[EN] Ultra-high-performance fibre-reinforced concrete (UHPFRC) is defined as a cement-based composit...
The present paper is the second part of two companion papers related with the design and application...
The present paper demonstrates the potentialities of combining steel fiber reinforced self-compactin...
The dynamic behavior of lively footbridge is a complex problem. Recently there were numerous publica...
The present paper demonstrates the potentialities of combining steel fiber reinforced self-compactin...
016087122016Final Report Period: 10/1/15 \u2013 7/1/16 14PDFTech ReportRECAST UTC #00042134-04-103DT...
Fibre reinforced polymer (FRP) bridge systems have become popular amongst bridge engineers due to th...
ABSTRACT: The present paper describes the construction process of a full-scale innovative GFRP-concr...
A three-year research project (Pontalumis) was carried out for the development of an innovative simp...
A three-year research project (Pontalumis) was carried out for the development of an innovative simp...
This paper presents results of numerical investigations on the dynamic behaviour of a hybrid footbr...
In recent years, the number of pedestrian bridges built from composites materials has notably incre...
In recent years, pedestrian bridges built from composites materials have notably increased. This gro...
This is the author accepted manuscript. The final version is available from Springer via the DOI in ...
This paper involves experimental investigation onto the composite behaviour of a hybrid FRP bridge g...
[EN] Ultra-high-performance fibre-reinforced concrete (UHPFRC) is defined as a cement-based composit...
The present paper is the second part of two companion papers related with the design and application...
The present paper demonstrates the potentialities of combining steel fiber reinforced self-compactin...
The dynamic behavior of lively footbridge is a complex problem. Recently there were numerous publica...
The present paper demonstrates the potentialities of combining steel fiber reinforced self-compactin...
016087122016Final Report Period: 10/1/15 \u2013 7/1/16 14PDFTech ReportRECAST UTC #00042134-04-103DT...
Fibre reinforced polymer (FRP) bridge systems have become popular amongst bridge engineers due to th...