FRP Composites in Civil Engineering - CICE 2004: Proceedings of the 2nd International Conference on FRP Composites in Civil Engineering - CICE 2004, 8-10 December 2004, Adelaide, Australia

Book Cover......Page 1
Half-Title......Page 2
Title......Page 4
Copyright......Page 5
Table of contents......Page 6
Preface......Page 14
Message from the president of IIFC......Page 16
CICE 2004 organising committee......Page 18
CICE 2004 International advisory committee......Page 20
IIFC Council......Page 22
IIFC advisory committee......Page 24
IIFC Executive committee......Page 26
Keynote papers......Page 28
Mechanically-fastened FRP(MF-FRP)- aviable alternative for strengthening RC members......Page 30
Strengths and limitations of fibre reinforce dpolymer sinthe civil infrastructure,material advances and the influences on present and future developments......Page 44
ISIS technologies for civil engineerings martinfrastructure......Page 56
Strengthening of scaled steel-concrete composite girders and steel monopole towers with CFRP......Page 70
Bond-slip models for interfaces between externally bonded FRP and concrete......Page 82
New shear bond model for FRP-concrete interface-frommodeling to application......Page 96
The use of FRP as embedded reinforcement in concrete......Page 110
Structural strengthening and integrity with hybrid FRP composites......Page 120
FRP research in China (specialsession)......Page 134
FR Pin China: the state of FRP research, design guidelines and application in construction......Page 136
Experimental and finite element studies on deteriorated steel members repaired with CFRP sheets......Page 148
Behaviour of continuous RC beams strengthened with CFRP composites......Page 154
Strengthening efficiency of RC beams with externally bonded carbon fibre and glass fibre sheets......Page 164
FRP research in Italy (specialsession)......Page 168
FRP research in Italy-towards a new code for FRP strengthening......Page 170
Bond tests on concrete elements with CFRP and anchorage systems......Page 180
Flexural strengthening of RC beams using emerging materials: ultimate behavior......Page 190
Flexural strengthening of RC beams using emerging materials: cracking behavior......Page 198
FRP confined concrete constitutive relationships......Page 206
Debonding in FRP strengthened RC beams: comparison between code provisions......Page 216
FRP research in the Middle East (special session)......Page 226
Numerical modeling of RC beams strengthened with CFRP under dynamic loading......Page 228
Strengthening of RC columns within adequate transverse reinforcement......Page 238
Innovative three-sides wrapping technique for rectangular RC columns using CFRP sheets......Page 246
Moment redistribution in RC continuous beams strengthene dinflexure by CFRP laminates......Page 254
FE modeling of FRP strengthened RC joints......Page 264
FRP research in South east Asia (specialsession)......Page 272
FRP research in South east Asia: durability and structural protection......Page 274
Evaluation, selection and acceptance criteria for using FRP systems for strengthening reinforced concrete and masonry structures......Page 282
Long-term deflections of FRP-strengthened beams under sustained loads......Page 288
Engineered cementitious composites for effective FRP-strengthening of RC beams......Page 294
Long-term monitoring (specialsession)......Page 300
Field monitoring of concrete structures with internal or external FRP reinforcement......Page 302
EIS- based sensors for NDE of FRP-strengthened concrete beams: experiments and finite elements imulation......Page 308
Strain monitoring techniques for FRP laminates......Page 318
Materials and products......Page 324
Test and analysis of the basic mechanical properties of CFRP sheets......Page 326
Mineral based bonding of CFRP to strengthen concrete structures......Page 332
Coaxially reinforced composite rods......Page 340
Confinement of concrete incompression......Page 346
Behaviour of large-scale columns confined with FRP composites in compression......Page 348
Theoretical model for concrete confined with FRP......Page 354
Strengthening of RC elements using CFRP: the French studies and the main results......Page 362
Bond and interfacial stresses between FRP and concrete......Page 368
Tests for the evaluation of bond properties of FRP barsin concrete......Page 370
On the interfacial mechanics of FRP-strengthened concrete structures......Page 378
Bond behavior of CFRP rodsin RC beam with hanging region......Page 388
Dowel resistances of bond interfaces between FRP sheets and concrete......Page 398
Experimental and numerical investigations of bond between CFRP and concrete......Page 408
Recent researches on interfacial behavior of FRP sheets externally bonded to RC structures......Page 416
Taper ended FRP strips bonded to RC beams: experiments and FEM analysis......Page 426
Bond characteristics of CFRP fabrics bonded to concrete members using wet lay-up method......Page 434
A new approach for interfacial stress analysis of beams bonded with a thin plate......Page 440
Experimental study on bond stress-slip behaviour of FRP-concrete interface using electronic speckle pattern interferometry technique......Page 450
Flexural strengthening of concrete beams and slabs......Page 458
Fatigue and post-fatigue quasi-static performance of RC-beams externally strengthened with CFRPs......Page 460
A generic design approach for all adhesively-bonded longitudinally-plated RC beams......Page 466
Prestressed near surface mounted reinforcement (NSMR) for strengthening concrete beams......Page 474
Static behavior of 40year- old prestressed concrete bridge girders strengthened with various FRP systems......Page 482
Bridge strengthening with prestressed CFRP plate systems......Page 490
CFRP strengthened opening sin two-way concrete slabs......Page 498
Effect of CFRP sheets on the concrete- steel fatigue bond strength......Page 508
Study of sewers strengthened by composite plates: numerical optimisation and experimental study......Page 514
Debonding failure in FRP strengthened beams......Page 524
Verifications of some design equations of beams externally strengthened with FRP composites......Page 526
Debonding failure in CFRP strengthened concrete beams......Page 532
Parametric study of intermediate crack (IC) debonding on adhesively plated beams......Page 542
Investigation of debonding failure in FRP plated beams......Page 550
Prediction models for debonding failure loads of CFRP retrofitted RC beams......Page 558
Prediction of debonding failure in FRP flexurally strengthened RC members using alocal deformation model......Page 568
Shear and torsional strengthening of concrete beams......Page 576
Torsional strengthening of reinforced concrete be amsusing CFRP composites......Page 578
Concrete shear-transfer strengthening with externally applied FRP composites......Page 588
Shear strengthening of beams with composite materials......Page 596
Numerical predictions for the ultimate torque capacity of FRP strengthened reinforced concrete beams......Page 606
Experimental investigations on FRP strengthening of beams in torsion......Page 614
Photographic strain monitoring for civil engineering......Page 620
Strengthening of concrete columns and walls......Page 628
Carbon FRP strengthened RC columns under combined flexure- compression loading......Page 630
Retrofit of two-column bridge piers with diamond-shaped columns for earthquake loading using CFRP......Page 640
Reinforced concretes quat walls retrofitted with carbon fiber reinforced polymer......Page 648
Experimental study on the strengthening and repair of R/C wall- frame structures with an opening by CF- sheets or CF-grids......Page 658
Strengthening of beam-column joints......Page 668
Evaluation of wrap thickness in CFRP-strengthened concrete T-joints......Page 670
CFRP- retrofitted RC exterior beam-column connections under cyclic loads......Page 674
Flexural repair of RC exterior beam-column joints using CFRP sheets......Page 680
Multi-level seismic rehabilitation of existing frame systems and subassemblies using FRP composites......Page 686
Strengthening of masonry and timber structures......Page 698
Numerical simulation of FRP strengthened unreinforced masonry......Page 700
Diagonal tests on tuff masonry strengthened with CMF systems......Page 708
FRP jacketing of masonry columns......Page 718
Strengthening of timber structures in-situ with an application of fiber-reinforced polymers......Page 724
Improving the structural performance of timber beams with FRP composites: a review......Page 732
Strengthening of steel structures......Page 740
Evaluation and construction of composite strengthening systems for the SauvieIs land Bridge......Page 742
Strengthening of historic cast iron girders with bonded CFRP plates......Page 752
Investigation into the bond between CFRP and steel tubes......Page 760
Anultra-high modulus carbon/ glass fibre composite system for structural upgrading of steel members......Page 768
Suppression of local buckling in steel tubes by FRP jacketing......Page 776
Concrete structures reinforced or prestressed with FRP......Page 782
Modelling of arching action in FRP reinforced concrete......Page 784
Fatigue behaviour of second generation of steel-free concrete bridge deck slab......Page 792
Crack widths during sustained flexural loading of small-scale GFRP reinforced concrete beams......Page 800
Load-deflection response of high strength concrete beams pretensioned by carbon fibre reinforced polymers......Page 808
Predicting the long-term behaviour of concrete beams pretensioned by fibre reinforced polymers- PartA: atheoretical frame work......Page 820
Predicting the long-term behaviour of concrete beams pretensioned by fibre reinforced polymers- PartB: illustrative examples......Page 828
Hybrid FRP structures......Page 836
Behaviour of hybrid FRP- concrete- steel double-skin tubular columns......Page 838
Flexural performance of newly developed hybrid FRP-concrete beams......Page 846
A new fibre composite sandwich panel......Page 854
All FRP structures......Page 862
Bending properties of secondary bonded pultrudedI- shaped FRP beams......Page 864
Friction and load transfer in bolted joints of pultruded fibre reinforced polymer section......Page 872
GFRP forbridge structures in Russia......Page 878
Web-flange junctions of pultruded GRPWF profiles: not ched flange shear strengths......Page 886
Development and analysis of the large-span FRP woven web structure......Page 892
The effect of non-classical behaviors on the measurement of theTimoshenko shears tiffness......Page 900
Strength and life prediction for acomposite structural beam......Page 908
Durability......Page 916
There sponse and modeling of composite structures under fire exposure......Page 918
A study on the fire behavior of multifunctional and fire resistant FRP building components......Page 924
Temperature effect on bonding and debonding behavior between FRP sheets and concrete......Page 932
Durability of reinforced concrete structures with externally bonded FRP sheets......Page 940
Determining hydrolysis behavior and durability from short term water sorption data......Page 950
Service life prediction of GFRP pipes in aggressive environments......Page 958
Practical applications......Page 964
Acase study of application of FRP composites in strengthening of there inforced concrete headstock of a bridge structure......Page 966
Retrofit of the Louisa-Fort Gay Bridge using CFRP laminates......Page 974
Progressive failure analysis of acomposite army bridge......Page 980
CFRP strengthening and monitoring of the Gröndals Bridgein Sweden......Page 988
Condition evaluation and strengthening techniques for Kayakapi ruins in Turkey......Page 996
Author Index......Page 1004