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1.1 | The development and the future of advanced polymer composites in the civil infrastructure | 3 |
1.2 | The development of composites and their utilisation in Switzerland | 23 |
1.3 | Durability of FRP composites for civil infrastructures - myth, mystery or reality | 33 |
1.4 | Beyond rehabilitation - use of FRP composites in new structural systems: laboratory and field implementation | 45 |
1.5 | GRP offshore - applications and design for fire | 55 |
2.1 | Effect of curvature on the bond between concrete and CFRP sheets | 69 |
2.2 | Cracking analysis of FRP reinforced concrete tension members | 77 |
2.3 | Guidance on installing, inspecting and monitoring FRP strengthened concrete structures | 85 |
2.4 | A new prepeg material used in conjunction with concrete to form a structural unit | 91 |
2.5 | Effect of flexural cracking on plate and shear stress in FRP-strengthened beams | 101 |
2.6 | Torsional strengthening of spandrel beams with CFRP laminates | 109 |
2.7 | Ductility and deformability of FRP strengthned concrete beams | 117 |
2.8 | Debonding in RC cantilever slabs strengthened with FRP strips | 125 |
2.9 | Anchorage length of near-surface mounted FRP rods in concrete | 135 |
2.10 | Behaviour of FRP strengthened flexural RC elements subjected to degradation influences | 143 |
2.11 | Interfacial stresses in plated RC beams under arbitrary symmetric loads: a high-order closed-form solution | 153 |
2.12 | Premature failure of RC continuous beams strengthened with CFRP laminates | 165 |
2.13 | Behaviour of concrete beams strengthened with near surface mounted reinforcement, NSMR | 177 |
3.1 | Early age curing under cyclic loading - an investigation into stiffness development in carbon fibre reinforced steel beams | 187 |
3.2 | Flexural behaviour of steel beams reinforced with carbon fibre reinforced polymer composite | 195 |
3.3 | Mechanical splice of grid CFRP reinforcement and steel plate | 203 |
3.4 | Repair of steel bridges with CFRP plates | 211 |
3.5 | The design of carbon fibre composite (cfc) strengthening for cast iron struts at Shadwell Station vent shaft | 219 |
4.1 | Influence of specimen size and resin type on the behaviour of FRP-confined concrete cylinders | 231 |
4.2 | Performance and application of a design-oriented stress-strain model for FRP-confined concrete | 241 |
4.3 | Performance assessment of FRP - confinement models - part I: review of experiments and models | 251 |
4.4 | Performance assessment of FRP - confinement models - part II: comparison of experiments and predictions | 261 |
4.5 | Repair of a damaged circular column using carbon fiber sheet (Reno system) | 271 |
5.1 | Composite wall anchors | 283 |
5.2 | GFRP pipe joints reinforced using composite pins | 291 |
5.3 | A critique of the EUROCOMP simplified design method for Bolted joints in long fibre reinforced polymer composite materials | 301 |
5.4 | Study and application on strengthening the cracked brick walls with continuous carbon fiber sheet | 309 |
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