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> FRP Composties for High-Performance Structures
FRP Composties for
High-Performance Structures
[Summary of Activities] [Representative Projects] [Major Facilities] [Selected Publications] [Contact Information]
Summary of Activities
Fibre-reinforced polymer (FRP) composites are
formed by embedding continuous fibres in a resin matrix
which binds the fibres together. Common fibres include carbon,
glass, and aramid fibres while common resins are epoxy,
polyester, and vinyl ester resins. The most widely used
FRP composites are glass FRP (GFRP) composites, carbon FRP
(CFRP) composites, and aramid FRP (AFRP) composites. FRP
composites are a new generation of structural materials
for civil engineering structures. They are light, strong
and corrosion-resistant. They are also ideally suited for
the incorporation of smart sensors such as optical fibre
sensors as the sensors can be embedded into and protected
by the matrix of an FRP composite. Due to these advantages,
they offer great opportunities for constructing high-performance
structures.
The Centre research in this area covers:
- the use of FRP prefabricated tubes or shapes
in combination with conventional materials such as steel,
concrete and timber to develop innovative hybrid FRP systems;
and
- the application of FRP in long-span spatial
structures and bridge structures;
- the integration of smart sensors such as
optical fibre sensors into FRP to develop smart FRP structures;
- fibre-reinforced Plastics for Infrastructure
Rehabilitations;
- real-time Structural Health Monitoring for
FRP-strengthened Structures.
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Representative
Projects
- Stress-strain behaviour of FRP-confined
concrete
- Innovative hybrid FRP columns
- FRP Composites with Intelligent Sensors
for Applications in the Civil Infrastructure
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A new form of hybrid FRP-concrete-steel
double skin (FCSDS) columns has recently been proposed
by Prof. J.G. Teng. The column consists of an outer
FRP tube, an inner steel tube and concrete in the annular
space between the two tubes. These columns have
many advantages over simple concrete-filled steel or
FRP tubes. Shown here are such columns after failure
under axial compression. |
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This book provides a comprehensive
treatment of the behaviour and design of FRP-strengthened
RC structures. The research leading to the publication
of this book has laid a solid foundation for the current
research in the centre on the innovative use of FRP
composites in new construction. |
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A major international conference on the
application of FRP composites in civil engineering was
held in Hong Kong on 12-15 December 2001. The two volumes
of proceedings published by Elsevier Science Ltd contain
8 keynote papers by leading authorities in the field,
18 invited papers and 167 contributed papers. |
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Major Facilities
- MTS shaking table
- Loading frames for beam and slab tests
- MTS testing machines for compression/tension
tests
- Advanced finite element packages
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Selected Publications
- Teng, J.G., Chen, J.F., Smith, S.T. and
Lam, L. (2002) FRP-Strengthened RC Structures, John Wiley
and Sons Ltd, UK, 245pp.
- Teng, J.G. (Ed.) (2001) FRP Composites in
Civil Engineering, Vol. 1 and Vol. 2, Proceedings of the
International Conference on FRP Composites in Civil Engineering,
12-15 December 2001, Hong Kong, Elsevier Science, UK.
- Teng, J.G., Lam, L, Chan, W. and Wang, J.
(2000) "Retrofitting of deficient RC cantilever slabs
using gfrp strips", Journal of Composites for Construction,
ASCE, Vol. 4, No. 2, May, pp. 75-84.
- Shen, H.S., Teng, J.G. and Yang, J. (2001)
"Interfacial stresses in beams and slabs bonded with a
thin plate", Journal of Engineering Mechanics, ASCE, Vol.
127, No. 4, April, 399-406.
- Chen, J.F. and Teng, J.G. (2001) "Anchorage
strength models for FRP and steel plates bonded to concrete",
Journal of Structural Engineering, ASCE, Vol. 127, No.
7, July, pp. 784-791.
- Lam, L. and Teng, J.G. (2001) "Strength
of RC cantilever slabs bonded with GFRP strips", Journal
of Composites for Construction, ASCE, Vol. 5, No. 4, November,
pp. 221-227.
- Smith, S.T. and Teng, J.G. (2002) "FRP-strengthened
RC beams-I: Review of debonding strength models; II: Assessment
of debonding strength models", Engineering Structures,
Vol. 24, No. 4, April, pp. 385-417.
- Lam, L. and Teng, J.G. (2002) "Strength
models for FRP-confined concrete", Journal of Structural
Engineering, ASCE, Vol. 128, No. 5, May, pp. 612-623.
- Teng, J.G. and Lam, L. (2002) "Compressive
behaviour of CFRP-confined elliptical concrete columns",
Journal of Structural Engineering, ASCE, Vol. 128, No.
12, December., pp. 1535-1543.
- J.F. Chen and Teng, J.G. (2003) "Shear capacity
of FRP-strengthened RC beams: FRP rupture", Journal of
Structural Engineering, ASCE, Vol. 129, No. 5, May, pp.
615-625.
- Lau, K.T. and Zhou, L.M. The Mechanical
Behaviour of Composite-wrapped Concrete Column Subjected
to Uni-axial Compression Load. Comp. Struct., 2001; 52:
189-198.
- Lau, K.T. and Zhou, L.M. Mechanical
Performance of Composite-strengthened Concrete Structures.
Composites Part B: Engineering, No.1 32 (2001) 21-31.
- Lau, K.T., Chan, C.C., Zhou, L.M.
and Jin, W. Strain Monitoring in Composite-strengthened
Concrete Structures using Optical Fibre Sensors. Comp.
Pt. B: Engg., 2001; 32(1): 33-45.
- Lau, K.T., SHI SQ and Zhou, L.M. Estimation
of Stress Intensity Factor (KI) for the Plate Bonded Concrete
Beams by using Superposition Method. Mag. Con. Res., 2001;
53: 31-41.
- Lau, K.T., Dutta, P.Kk, Zhou, L.M.
and Hui, D. Mechanics of Bonds in An FRP Bonded Concrete
Beam. Comp. Pt. B: Engineering, 2001; 32: 491-502.
- Lau, K.T., Yuan, L.B., Zhou, L.M.
and Woo, C.H. Strain Monitoring in FRP Laminates and Concrete
Beam using FBG Sensors. Comp. Struct., 2001; 53: 9-20.
- Lau, K.T., Zhou, L.M. and Woo, C.H.
Strengthening and Strain Monitoring Concrete Structures
using Fibreglass Composites and FBG Sensor. Mater. Sci.
Res. Inter., 1999; 5(3): 216-221.
- Lau, K.T., Shi, S.Q. and Zhou, L.M.
Stress Intensity Factor for the Concrete Beam Strengthening
by Composite Plate. Fracture Mechanics and Advanced Engineering
Materials, Chapter, Edited by L. Ye and Y. W. Mai, The
University of Sydney Press (ISBN 1-86487-283-7), Australia,
pp 84-91, 1999.
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Contact Information
Contact Person
Professor Jin-Guang TENG
Department of Civil & Structural Engineering
The Hong Kong Polytechnic University
Kowloon, Hong Kong
Fax: + 852 - 2334 6389
Phone: + 852 - 2766 6012
E-mail: cejgteng@polyu.edu.hk
Other Investigators
Prof. C.S. Poon (cecspoon@polyu.edu.hk)
Dr. L Lam (cellam@polyu.edu.hk)
Dr. E.S.S. Lam (cesslam@polyu.edu.hk)
Dr. Y.L. Wong (ceylwong@polyu.edu.hk)
Dr. L.M. Zhou (mmlmzhou@polyu.edu.hk)
Dr. K.T. Lau (mailto:mmktlau@polyu.edu.hk)
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