Báo cáo khoa học về bê tông chất lương
Trang 1Sau 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- NewStructuralConcepts for Utilization of High Strength Concrete and
Steel
Chekanovych, M., Ukra i ne
2- OffshoreConcreteStructures in fheFuture
Hareid, K 0 ; Olsen, T 0 ; Olscn, 0 , Norway
3- Textle-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., Pol a nd
2. DESI G N
Desi g n Me t hods and Criteria, Recent and Curren t Research, Codes and
Sp e cifica t ions
1- A Proposal of Parabola Rcctangular Stress Diagramm for HPCMembers
Aguiar, E.A.B.; Pinheiro, l.M., Brazil
2- Assessment of thec Structural Performance of HSC Slender Columns Via
Ex erimental Tests andNumeric Analyses
Angotti, F.; Galano, L.; Orlando, M ; Vignioli, A , I t aly
3- ThePerformance 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^forPiediclionnfSize.'-Dependen! Stress-Sim in Curves
of High-SirenRlh Concrete Cylinders mUn.iaxinI Compression
Borges, j U A ; Bittencourt, T N , B razil
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-Slronsthl.i^hlwcisht J\[SgregaleConcrete ,
Chcn, H.-)., Tai w an
9- Shear Strenglli of Rfinffirrcd I lif;l' Stren(;ll' Concrete Beams
Cladera, A ; Mari, A R., Spain
10- Utilization of Hi^hSfrpnathConcrelp in Composite Column';
ccenlricdily Loaded
De Nardin, S.; Debs, A L Wl, Brazil
11- Experimental lnuesfip,alio of Iticlixal Bund Stress-Slip Beha'/inr of
Prctcnsionc!!Stranr!'; Fmln'ddt.'ri in Plain And SlwlFilM-rkpinforicd
Concrete
Dumet, T B ; Pinheiro, 1 M , Bra^l
12- Splicing of Ribbed ilars in I lifiliSirfnRlh
Concrete Be<ims
Engslrom B ; Magnusso",).,' Sweden
13- Size'Effect on ShearCapacily of RCHeams \hm^ HSC wilhoulSliear Rpiiiforccmcnl
Fujita, M ; Sato, R ; Malsumnio, K ; Takaki, Y., |ap an
14- Assessment of (he NfwBrazili.inCoin.reic Code (NBRfillB/ZOOl)
Trang 2ReRarriing [lie Shear Design of HiRh-S(ren);lhConcreli'Heams
aspar, R ; Borges, ) U A ; Slucclii, F R ; Bittencourt, T N , Bra z il
15- Buckling of Slender HifihSirenRlhRcinforceri 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.; L aube, 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 H
igh-Strength-Lightweight- Aggregate Concrete
M egger, ).; 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 theRebar Posito
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 R epublik
23- Behavior of High Strength Concrete Beams
Mamdouh, H.; Ghanem, G ; Moussa, A.; Salama, A E., Egypt
24- Experimental Study on Shear Behavior of PrestresscdSPRC Beams
Meda, A ; Pitzzari, G.A.; Failla, C , Ita l y
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., Republ i c 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 , G e rmany
29- Reinforced Concrete FlatSlab'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, | , Fran c
32- High Strength Concrete at High Temperature^ - An Overview Phan, L
T , USA Columns and Masts of f'n'slrc'.scd Spun Concrete
Quas i , U., Germany
33- Ductility of AFRPReinforcpd I f' ^ \ 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 IfPC Bridge Girders
Russell, H G ; Bruce, R N.; Ro ll er, 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 , Braz i
39- Strength of HSC Columns Intersected hy Floors with Lower Concrete Strength
Trang 3Shehata, L C D ; Shehata, I A E M ; Freire, I , Braz i
40- Confined Effects of High Strength Reinforced Concrete Tied Columns
Shin, S.-W.; M an, 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, [., Unit e d Kingdom
2- Repla ementof 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.;Tae r we, L,, Bel g ium
6- High Strength Materials for the Construction of S lee I-Concrete
Composite Beams
Bullo, S.; Di Marco, R., I t aly
7- World's Tallest Natural Draft Cooling Tower,
near Cologne, Germany
Busch, D.; Harte, R ; Kratzig, W B.; Montag,U., G ermany
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 itbeen 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 Nether l ands
Trang 418- High-Strength Concrete in Multi-Storey Construction, Advantages and
Limils of Ihe Special Concfete
Theile, V., G e rmany
19- Rational StruclumI Resign Using HPC in some Typical Bridge
Structures
Toiitlemonde, F.; Lcperon, F.; Brazillier, D., Franc e
20- Preparalion of High Performance Concrete for the Suhw.ly Construction
in Shenzhen, China
V an, P.; Lu, X ; Li, Y.; Lian, H., China '"'
21- De-i^nFquiilion for Ultimate Moment of Cir< ulnrCFT Member';
Yuping, S., ) n pa n
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 D esign, Mechanical Properties, Durability
1- Behaviour of Concrete in Ambient Temperature ol Marine Environment
Acliinlya; Mishra, S.S., India
2- Effects of aMetakaolinContaining 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- TheEffecl 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 , I t aly
7- Ductal - fl New ConcrplfTechnoloRy
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.,
Uni t ed Kingdom
9- Influence of Bar Positions on Bond Between Strel Reinforcement and Sd
f-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 , Br az il
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.OIKrele
Demtr, F ; Giller, K , Turkey
13- Investigations on the I.ink ofllieMi^ Design Methods between Ordinary
Coin rele- and High Performance Concrete
F ang, 1-K.; Chang, C.-F., Taiwan
14- rhermalDiffusivilyiind l.oii);rerrn Residual SirenRlliofHPCExpoted
to HiRlir''mpei.iluie
Felicelli, R ; Gambiirova, P G.;Mprfa, A.,Haly