Các đề tài báo cáo khoa học về bê tông chất lượng

Sau đây là một số tên bài báo cáo khoa học vê Bê tông chất lơng
cao trong Hội nghị quốc tế năm 2002.
Có thể tham khảo cho việc chọn đề tài luận án Thac sỹ, Tiến sỹ và
các đề tài nghiên cứu khoa học vê bê tông.
PGS.TS. Nguyễn viết Trung, Hà nội ngày 1-6-2002
1. NEW STRUCTURAL CONCEPTS
1- New Structural Concepts for Utilization of High Strength Concrete and
Steel
Chekanovych, M., Ukraine
2- Offshore Concrete Structures in fhe Future
Hareid, K. 0.; Olsen, T. 0.; Olscn, 0., Norway
3- Textile-Reinforced High-Performance Concrete Facades; Shear Capacity
of High Performance Concrete Beams
Hegger,J.; Will, N.; Molter, M., Germany
4- Carrying Capacity and Deformability of Hybrid Beams Made of HSC and
Normal Concrete
Lapko, A.; Sadowska-Buraczewska, B., Poland
2. DESIGN
Design Methods and Criteria, Recent and Current Research, Codes and
Specifications
1- A Proposal of Parabola Rcctangular Stress Diagramm for HPC Members
Aguiar, E.A.B.; Pinheiro, l.M., Brazil
2- Assessment of thec Structural Performance of HSC Slender Columns Via
Experimental Tests and Numeric Analyses
Angotti, F.; Galano, L.; Orlando, M.; Vignioli, A., Italy
3- The Performance of High Grade Concrete Columns in Fire
Bailey, C.G.; Lennon, T., United Kingdom
4- Shear FailurE" of HSC Beams with Varinblp Shear Span-lo-Depth Ratio?
Bernardini, A.; Modena, C.; Pellegrino, C., Italy
5- J^nalytica^Modcl^for Piediclion nf Size.'-Dependen! Stress-Sim in Curves
of High-SirenRlh Concrete Cylinders m Un.iaxinI Compression

Borges, j. U. A.; Bittencourt, T. N., Brazil
6- Fxperimenia! Study on Rcinforc-ed VI ISC Prisms under Conrcniraled I
o.idinn
-
' ' ~
-
Boulay, C., France
7- Rch.-ivior of I liRh-SlrfriRth Coni:m|p Columns under Strain Gradient
Canbay, E.; Ozcebc, C.; Ersoy, U., Turkey
8- Bonding Behavior of Hinh-Slronsth l.i^hlwcisht J\[SgregaleConcrete ,
Chcn, H.-)., Taiwan
9- Shear Strenglli of Rfinffirrcd I lif;l' Stren(;ll' Concrete Beams
Cladera, A.; Mari, A. R., Spain
10- Utilization of Hi^h Sfrpnath Concrelp in Composite Column';
ccenlricdily Loaded
De Nardin, S.; Debs, A. L. Wl, Brazil
11- Experimental lnuesfip,alion of Itic lixal Bund Stress-Slip Beha'/inr of
Prctcnsionc!! Stranr!'; Fmln'ddt.'ri in Plain And Slwl FilM-r kpinfori cd
Concrete
Dumet, T. B.; Pinheiro, 1. M., Bra^l
12- Splicing of Ribbed ilars in I lifili SirfnRlh
Concrete Be<ims
Engslrom. B.; Magnusso",).,'Sweden
13- Size'Effect on Shear Capacily of RC Heams \hm^ HSC wilhoul Sliear
Rpiiiforccmcnl
Fujita, M.; Sato, R.; Malsumnio, K.; Takaki, Y., |ap an
14- Assessment of (he Nfw Brazili.in Coin.reic Code (NBRfillB/ZOOl)
ReRarriing [lie Shear Design of HiRh-S(ren);lh Concreli' Heams
aspar, R.; Borges,). U. A.; Slucclii, F. R.; Bittencourt, T. N., Brazil
15- Buckling of Slender Hifih SirenRlh Rcinforceri Concrete Columns

Germain, 0.; Espion, B-, BelRium
16- Crack Control for the Mass Concrete Structures of the New Central
Railway Station in Berlin, Germany
Gutsch, A.-W.; Laube, M., Germany
17- Reinforced HSC Beams Subjected to Shock Waves from Air Blast
Hallgren, M.; Magnusson, J., Sweden
18- Flexure and Shear-Capacity of Prestressed Beams made of High-
Strength-Lightweight- Aggregate Concrete
Megger,).; Gortz, S., Germany
19- The Experimental Research of Steel Reinforcement High Strength
Concrete Columns on Seismic Performance
Jia,J.; Zhao, G., China
20- Bond in High Strength Concrete - Influence of the Rebar Position
Konig, C.; Holschemacher, K.; Dehn, F., Germany
21- Statistical Analysis of Confined High Strength Concrete under Flexural
and Axial Loads
Konsfantinidis, D.; Kappos, A. J; Greece
22- Physical - Mechanical and Deformation.Properties of High-Performance
Concrete
Lembak, M.: Dirner, V., Czech Republik
23- Behavior of High Strength Concrete Beams
Mamdouh, H.; Ghanem, G.; Moussa, A.; Salama, A. E., Egypt
24- Experimental Study on Shear Behavior of Prestresscd SPRC Beams
Meda, A.; Pitzzari, G.A.; Failla, C., Italy
25- Punching Shear Analysis of Post-Ten stoned Slabs
Metges, |. L. P.; Pinhetro, L. M.; Taheya, T., Brazil
26- Ultimate Stress of Interlock in Cracks of HSC
Mitrofiinov, V., Ukraine
27- Tests and Analysis of Higli-Strenglh Reinforced Concrete Beams and
Columns

Necevska-Cvetanoska, G.; Petrusevska, R.,Republic of Macedonia
28- Cracks in Masts of Centrifugal Concrete -Quality Assurance in
Comparison to Structures of Low Strength Concrete
Nnakowski, P.; Harling, A.; Breddermann, M.,Germany
29- Reinforced Concrete Flat Slab'i with Elongateri Columns
Oliveira, D. R. C.; Melo, G. S., Brazil
30- Seismic Response of High-Strength Concrete Structures
Paultre, P.; Mitchell, D., Canada
31- French Recommendations for Ultra-High Performance Fiber-Reinforced
Concretes
Feti(|ean, |.; Resplendino, |., France
32- High Strength Concrete at High Temperature^ - An Overview Phan, L.
T., USA Columns and Masts of f'n'slrc'.scd Spun Concrete
Quasi, U., Germany
33- Ductility of AFRP Reinforcpd I f'^\i SireiiRlh Concrele Beams
Rashid, M. A.; Mansur, M. A.; Paramasivam, P., Singapore
34- Behavior of High Performani.e Concrete Beams Reinforced with FRP
Bars Rayol,). 0.; Melo, G., Brayil
35- Fatigue and Shear Hehnviour of I fPC Bridge Girders
Russell, H. G.; Bruce, R. N.; Roller, 1.1., USA
36- Shear Strength Analysis for Normal and High-performance Concrete
Beams Russo, G.; Somma, G., Italy
37- Design of Slender Reinforced Concrete Columns for Unequal Load
Rcct'ntricilies Sarker, P.; Rangan, B.V., Australia
38- Minimum Shear Reinforcement Requirements for High Strength
Concrete Beams
Shehata, I. A. E. M.; Shenata, L. C. D.; Garcia, S. L. G., Brazil
39- Strength of HSC Columns Intersected hy Floors with Lower Concrete
Strength
Shehata, L. C. D.; Shehata, I. A. E. M.; Freire, I.., Brazil

40- Confined Effects of High Strength Reinforced Concrete Tied Columns
Shin, S.-W.; Man, B.-S.; Wang, S.-K., Korea
41- Reliability of Slender HPC Columns
Six, M., Germany
42- Prediction of the Ultimate Shear Strength of High-Strength and Normal-
Strength Concrete Beams without Stirrups Using Neural Networks
Tang, C.-W.; Yen, T., Taiwan
43- Design Models in Analysis of Reinforced and Fibre Reinforced UPC
Members TomaHewici, A., Norway
3. CONSTRUCTION -
New Techniques, Applications and Case Records
1- High Strength Concrete Beam;, wilh Combination of Links and Horizontal
Web Steel as Alternative Shear Reinforcement
Al Hussaini, A.; Motamed, [., United Kingdom
2- Replacement of the "l-iickenhene;cr Brklge" across the Havel in
Brandenburg
Andra, H.-P., Germany
3- German Bridges in High I'erfofmance Concrete - from Pilot Projects
towards larger Application
Arnold, A.; Kttnig, G.; Tue, N. V.; Weigel, F.;Zinit, M., Germany
4- Bridge across the Rhine near Strassbourg - a New Link Connecting
France and Germany
Blaschko, M.; Wagner, ).-P., Germany
5- Spalling Tests o" Self-Corn pa cling Concrete
Blonlrock, H.;Taerwe, L,, Belgium
6- High Strength Materials for the Construction of S lee I-Concrete
Composite Beams
Bullo, S.; Di Marco, R., Italy
7- World's Tallest Natural Draft Cooling Tower,
near Cologne, Germany

Busch, D.; Harte, R.; Kratzig, W. B.; Montag,U., Germany
8- Detail Design and Execution of HH-Coliimns for the Tall Buildings of
Herriol's in rrnnkfurl
Elwie, B., Germany
9- HSC Precast Columns in B 125 for the High-Rise-Building "Herriot'?"
Eppers, S., Germany
10- Raftsundet Bridge and Sunday Bridge, Norway - Two Cantilevered
Concrete Bridges willi Main Span of 298m
Tergestad, S.; RarnHjor, S., Norway
11- Realization of Two Road Bridges with Ultra-High Performance Fibre-
Reinforced Concrete
Hajar, Z.; Lecoinfre, D.; Petifjean,)., France
12- Use of Recycled Concrete in Production of . Hollow Core Slabs
Hemntad, A.; Hegseth, S.; (ohansen, K., Norway
13- Structural Behaviour of Rult-jointetl Prefabricated Pillars Made From
High Strength Concrete
Minnert,)., Germany
14- 20 years of R&D into HPC - has it been a Profitable Investment?
Moksnes,)., Norway
15- Tests on High Performance Concrete for the .First HPC-Shell Strut ture
Reineck, K.-H.; Lichlenfels, A.; Greiner, S., Germany
16- Utilization of High Strength/High Performance Concrete in the
"Gallileo" nnri the "Frankfurter Welle" in Frankfurt, Germany
Simsch, C., Germany
17- Effect of Reinforcement on the Crackjng Behaviour of HSC, at early
Ages
Sule, M.; van Breugel, K., The Netherlands
18- High-Strength Concrete in Multi-Storey Construction, Advantages and
Limils of Ihe Special Concfete
Theile, V., Germany

19- Rational StruclumI Resign Using HPC in some Typical Bridge
Structures
Toiitlemonde, F.; Lcperon, F.; Brazillier, D.,France
20- Preparalion of High Performance Concrete for the Suhw.ly Construction
in Shenzhen, China
Van, P.; Lu, X.; Li, Y.; Lian, H., China '"'
21- De-i^n Fquiilion for Ultimate Moment of. Cir< ulnr CFT Member';
Yuping, S., )npan
22- The Application of I I PC in Bridge Struclure"-
- Two Pilot Project
Zitch, K.; Zehetmaiet', G., Germany
4. MATERIALS-
HSC, HPC, Ulira HSC, HSLWAC. Concrete Mix Design, Mechanical
Properties, Durability
1- Behaviour of Concrete in Ambient Temperature ol Marine Environment
Acliinlya; Mishra, S.S., India
2- Effects of a Metakaolin Containing Superplasticizer on Mirrostructure
and Chemical Resistance of High Performance Concrete
Adler,J., Germany
3- The Effect of the Pore Structure of Hardened Cement Paste on the
Properties of High Strength Concretes
Alahan, H. N.; Oktar, 0. N.: Tnsdemir, M. A., Turkey
4- Carbonat'on of Self CompactingJZonaele^ Audenaeri^R.; Boel, V.;
Poppe, A.-M.; de Schutler, G., Belgium
5- The Effecl of ZeolUe in High Strength Sand-LiRhtwdght Concrete
andjt^Microstructure^
Besari, M. S.; Lauw, C. G. S., Indonesia
6- A New Tc";t Method for the Evaluation of Frarlure Properties of SK'el
Fibre Reinforced Concrete
Cangiano, S.; Cudtore, R.; Plizzari, G. A., Italy

7- Ductal - fl New Concrplf TechnoloRy
Caslagne, T.; )ovanovic, t., GertTiany
8- V'llnmetric Strain of High Grade Concrete under Axial Compression and
it'; Rdalion'.hip with Strength under Long-Term Loading Clayton, N.,
United Kingdom
9- Influence of Bar Positions on Bond Between Strel Reinforcement and Sdf-
Coni|iacling Concrete ; Interpretation Using Image Analysis
Daoud, A., France
10- On the Influence of the Modulus of Elaslidly of Coarse Aggregate on the
Modulus of Elasticily of High Performance Concrete de Almeira,
I, R., Brazil
11- Properties of High SIrongth/l figli Performance Coni-'retes with Rice-
Husk Ash
de Sensale, G. R.; Bouvipr, P.; Pereira, E.;Finochio, P., Uruguay
12- A New Fuzzy Approach for Strcsi-Slrain • Behavior of High-Strongll'
C.OIK rele
Demtr, F.; Giller, K., Turkey
13- Investigations on the I.ink ofllie Mi^ Design Methods between Ordinary
Coin rele- and High Performance Concrete
Fang, 1-K.; Chang, C.-F., Taiwan
14- rhermal Diffusivily iind l.oii); rerrn Residual SirenRlli ofHPC Expoted
to HiRli r''mpei.iluie
Felicelli, R.; Gambiirova, P. G.; Mprfa, A., Haly