Yıl: 2002 Cilt: 1 Sayı: 2 Sayfa Aralığı: 125 - 144 Metin Dili: Türkçe İndeks Tarihi: 29-07-2022

Yüksek performanslı çimento esaslı kompozitlerin mekanik davranışı

Öz:
Yüksek ve ultra yüksek dayanımlı yalın betonlarda yutulan bağıl enerji düşük olduğundan bu malzemelere kısa kesilmiş çelik teller eklenerek sünek davranış elde edilmektedir. Böylece, son yıllarda basınç dayanımları 200 MPa'ı aşan yeni çimento esaslı sünek kompozitler geliştirildi. Bu malzemeler düşük geçirimlilik, geliştirilmiş dürabilite, sınırlı rötre ve korozyon dayanımının arttırılması gibi diğer yüksek performans özeliklerini de sağlar. Sunulan çalışma yüksek dayanımlı betonlar (YDB) ile homojen dağılı ultra incelikteki taneleri içeren yoğunlaştırılmış sistemleri (DSP), büyük kusurlarından arındırılmış (MDF) çimentoyu, geleneksel çelik tel donatılı betonları (CTDB), karma lif donatılı betonları, reaktif pudra betonları (RPC) gibi ultra yüksek dayanımlı çimento esaslı kompozitleri, yüksek oranda çelik tel içeren çimento bulamacı (SIFCON), kendiliğinden yerleşen betonu, sentetik lif donatılı betonları, erken yaşlardaki rötresi düşük yüksek dayanımlı yan hafif betonu ve yangına dayanıklı polipropilen lif donatılı yüksek dayanımlı betonu gözden geçirmektedir.
Anahtar Kelime:

Mechanical behavior of high performance cement-based composites

Öz:
Since the relative absorbed energy during the fracture of concrete is low in both high strength and ultra high strength plain concretes, short cut steel fibers are added in these materials to obtain ductile behavior. In recent years, however, new cement-based materials have been developed which have compressive strength's over 200 MPa. These materials provide other high performance properties; such as low permeability, improved durability, limited shrinkage and increased corrosion resistance. This work reviews high strength concretes (HSCs) and some new cement based materials such as the Densified Systems containing homogeneously arranged ultra-fine Particles (DSP), Macro-Defect-Free (MDF) cement, conventional Steel Fiber Reinforced Conretes (SFRCs), concretes with hybrid fibers, ultra high strength cement-based composites such as Reactive Powder Conretes (RPCs), Slurry Infiltrated Fibered Concrete (SIFCON), Self Compacting Concrete (SCC), Synthetic Fiber Reinforced Concretes (SFRCs), Semi-Lightweight Concretes (SLWCs) with low shrinkage at early ages, and high strength polypropylene fiber reinforced concrete against fire.
Anahtar Kelime:

Belge Türü: Makale Makale Türü: Araştırma Makalesi Erişim Türü: Erişime Açık
  • Akkaya, Y. (2000). Microstructural Characterization of High Performance Fiber Reinforced Cement Composites, PhD. Thesis, Northwestern University.
  • Akkaya, Y., Peled, A. ve Shah, S. P. (2000). Parameters Related to Fiber Length and Processing in Cementitious Composites, RILEM, Materials and Structures, 33, 515-524.
  • Akkaya, Y. ve Shah, S. P. (2001). Effect of Fiber Dispersion on Multiple Cracking of Cement Composites, Journal of Engineering Mechanics, ASCE, 127, (4), 311-316.
  • Alaee, F. J., Benson, S. D. P. ve Karihaloo, B. L. (2001). High-Performance Fiber-Reinforced Cementitious Composites For Retrofitting, Proceedings 3rd Int. Conference on Technology Convergence in Composites Application, 1-10, Sydney.
  • Alaee, F. J. (2002). Retrofitting of Concrete Structures Using High Performance Fibre Reinforced Cementitious Composite, PhD Thesis, Department of Civil Engineering, Cardiff University.
  • Alexander, M. G. (1993). From Nanometres to Gigapascals Cementing Future”, A University of Cape Town Publication, Inaugural Lecture, 23p.
  • Bache, H. H. (1981). Densified Cement Ultra-fine Particle-Based materials”, Report 40, 35p, Aalborg Portland, Denmark.
  • Banthia, N., Yan, N. ve Bindiganalive, V. (2000). Development and Application of High Performance Hybrid Fiber Reinforced Concrete. Fifth RILEM Symposium on Fibre-Reinforced Concretes (FRC), Lyon, France.
  • Bayramov, F., Taşdemir, C. ve Taşdemir, M.A. (2002). Optimum Design of Cement-Based Composite Materials using Statistical Response Surface Method, Fifth International Congress on Advances in Civil Engineering, 725-734, Istanbul Technical University, Istanbul, Turkey.
  • Bentur, A. (1991). Microstructure of High Strength Concrete, Darmstadter Massivbau-Seminar, THD, Darmstadt, 6, 1-16.
  • Betterman, L. R., Ouyang, C. ve Shah, S. P. (1995). Fiber-Matrix Interaction in Microfiber-Reinforced Mortar, Advanced Cement Based Materials, 2, 53-61.
  • Birchall, J. D., Howard, A. J. ve Kendall, K. (1981). Flexural Strength and Porosity of Cements, Nature, 289, 388-390.
  • Bonneau, O., Lachemi, M., Dallaire, E., Dugat, J. ve Aitcin, P-C. (1997). Mechanical Properties and Durability of Two Industrial Reactive Powder Concretes, ACI Materials Journal, 94, 4, 286- 290.
  • Brooks, J. J., Bennett, E. W. ve Owens, P. L. (1987). Influence of Lightweight Aggregates on Thermal Strain Capacity of Concrete, Magazine of Concrete Research, 39, 60-72.
  • De Nicola, B., Pani, L. ve Pozzo, E. (1994). Strain of Concrete at Peak Compressive Stress for a Wide Range of Strengths, Materials and Structures, 27, 206-210.
  • Dugat, J., Roux, N. ve Bernier, G. (1996). Mechanical Properties of Reactive Powder Concretes, Materials and Structures, 29, 233-240.
  • Ekincioğlu, Ö. (2002). Karma Lif İçeren Çimento Esaslı Kompozitlerin Mekanik Davranışlarının İncelenmesi, Yüksek Lisans Tezi, İTÜ F.B.E.
  • Feylessoufi, A., Villieras, F., Michot, L. J., De Donato, P., Cases, J. M. ve Richard, P. (1996). Water Environment and Nanostructural Network in a Reactive Powder Concrete, Cement and Concrete Composites, 18, 23-29.
  • FIP. (1988). Condensed Silica Fume in Concrete, State of Art Report, 37p, Thomas Telford, London.
  • Fritz, C. Tensile Testing of SIFCON, (unpublished work)
  • Giovambattista, A., Violini, D. ve Zerbino, R. (1992). Extensibility of High-Strength Concretes, Materials and Structures, 25, 552-557.
  • Goldman, A. ve Bentur, A. (1992). Effects of Pozzolanic and Nonreactive Microfillers on Transition Zone in High-Strength Concretes. Proceedings, Interfaces in Cementitious Composites, J.C. Maso, ed., RILEM, E and FN Spon, London.
  • Goldman, A. ve Bentur, A. (1994). Properties of Cementitious Systems Containing Silica Fume or Nonreactive Microfillers, Advances in Cement- Based Materials, 1, 209-215.
  • Hijorth, L. (1983). Development and Application of High-Density Cement-Based Materials, Phil. Trans. Roy. Soc., A310, 167-173, London.
  • Hillerborg, A., Modeer, M. ve Peterson, P. E. (1976). Analysis of Crack Formation and Crack Growths in Concrete by Means of Fracture Mechanics and Finite Elements, Cement and Concrete Research, 6, 773-782.
  • Hsu, T. T. C., Slate, F. O., Sturman, G. M. ve Winter, G. (1963). Microcracking of Plain Concrete and the Shape of the Stress-Strain Curve, ACI Journal, 60, 209-224.
  • Jansen, D. C., Shah, S. P. ve Rossow, E. (1995). Stress-Strain Results of Concrete From Circumferential Strain Feedback Control Testing, ACI Materials Journal, 92, 419-428.
  • Karihaloo, B. L. (1995). Fracture Mechanics and Structural Concrete, Longman Group Ltd., Essex, England.
  • Karihaloo, B. L. (2000). Retrofitting Damaged RC Beams With High-Performance Fiber-Reinforced Concrete, Proceedings Concrete Communications Conference, 153-164, British Cement Association.
  • Kim, N. W., Saeki, N. ve Horiguchi, T. (1999). Crack and Strength Properties of Hybrid Fiber Reinforced Concrete at Early Ages, Transactions of the Japan Concrete Institute, 21.
  • Kützing, L. (1997). Use of Fiber Cocktails to Increase Ductility of High Performance Concrete, Annual Civil Eng. Report (LACER), LACER No. 2, 125- 133, Leipzig.
  • Kützing, L. (1998). Influence of Fibers on the Improving of Ductility of High Performance Concrete, Some Aspects of Designing High Performance Concrete with Fibre Cocktails, Annual Civil Eng. Report (LACER), LACER No. 3, 143- 152, Leipzig.
  • Massazza, F. (2000). Evaluation of Cements and Cementitious Systems: History and Prospects, Cement and Concrete Technology in the 2000s, Second International Symposium, 3-28, TCMA, İstanbul.
  • Matte, V. ve Moranville, M. (1999). Durability of Reactive Powder Composites: Influence of Silica Fume on the Leaching Properties of Very Low Water/Binder Pastes, Cement and Concrete Composites, 21, 1-9.
  • Mobasher, B. ve Yu Li, C. (1996). Mechanical Properties of Hybrid Cement-Based Composites, ACI Materials Journal, 284-292.
  • Naaman, A. E. ve Reinhardt, H. W. (1995). Characterization of High Performance Fiber Reinforced Cement Composites-HPFRCC, Pre- Proceedings: 2nd International Workshop on High Performance Fiber Reinforced Cement Composites (HPFRCC-95), 2, 1-23. Michigan.
  • Oladapo, I. O. (1964). Cracking and Failure in Plain Concrete Beams, Magazine of Concrete Research, 16, 103-110.
  • Özyurt, N., İlki, A., Taşdemir, C., Taşdemir M. A. ve Yerlikaya, M. (2002). Mechanical Behavior of High Strength Steel Fiber Reinforced Concretes with Various Steel Fiber Contents, Fifth International Congress on Advances in Civil Engineering, 885- 894, ITU, Istanbul, Turkey.
  • Qian, C., Stroven, P., Dalhuisen, D. H. ve Moczko, A. (2000). Fracture Properties and Acoustic Emission Response of Hybrid Polypropylene-Steel Fibre Reinforced Concrete. Fifth RILEM Symposium on Fibre-Reinforced Concretes (FRC), 491-500, Lyon, France.
  • Richard, P. ve Cheyrezy, M.H. (1994). Reactive Powder Concretes with High Ductility and 200- 800 MPa Compressive Strength, Internal Report, 15p., Bouygues.
  • Richard, P. ve Cheyrezy, M. (1995). Composition of Reactive Powder Concrete, Cement and Concrete Research, 25, 7, 1501-1511.
  • Rossi, P. (2000). Ultra-High Performance Fibre Reinforced Concretes (UHPFRC): An Overview, Fifth RILEM Symposium on Fibre-Reinforced Concretes(FRC), 87-100, Lyon, France.
  • Sarkar, S. L. (1994). The Importance of Microstructure in Evaluating Concrete, In Advances in Concrete Technology, ed. V. M. Malhotra, Second Edition, 125-160, CANMENT, Ottawa.
  • Şengül, C. (2002). Yüksek Oranda Çelik Tel İçeren Çimento Bulamacının (SIFCON) Mekanik Davranışı, Bitirme Çalışması, İTÜ İnşaat Fakültesi.
  • Shah, S. P. ve Taşdemir, M. A. (1994). Role of Fracture Mechanics in Concrete Technology, Advances in Concrete Technology, Ed. V. M. Malhotra, Second Edition, 161-202, CANMENT.
  • Shannag, M. J., Barakat, S. ve Jaber, F. (2001). Structural Repair of Shear-Deficient Reinforced Concrete Beams Using SIFCON, Magazine of Concrete Research, 53, 6, 391-403.
  • SHRP-C/FR-91-103, (1991). High Performance Concretes, a State of the Art Report, Strategic Highway Research Program, National Research Council, Washington, DC.
  • Skalny, J. P., ed. (1989). Materials Science of Concrete, I., The American Ceramic Society, Westerville, OH.
  • Skarendahl, A. ve Petersson, O., eds. (2000). Self- Compacting Concrete, State-of-the Art report of RILEM TC 174-SCC, RILEM Publications, Report 23, 154p, Cachan Cedex.
  • Smeplass, S. (1992). High Strength Concrete: Mechanical Properties – Normal Density Concretes, SP-4 – Materials Design, Report 4.4, SINTEF, Trondheim.
  • Swamy, N. (1971). Aggregate-Matrix Interaction in Concrete Systems, Proceedings of Civil Engineering Materials Conference, Part I, 301-315, Southampton, John Wiley Interscience, London.
  • Taşdemir, M. A., Lydon, F. D. ve Barr, B. I. G. (1996a). The Tensile Strain Capacity of Concrete, Magazine of Concrete Research, 48, 211-218.
  • Taşdemir, C., Taşdemir, M. A., Lydon, F. D. ve Barr, B. I. G. (1996b). Effects of Silica Fume and Aggregate Size on the Brittleness of Concrete, Cement and Concrete Research, 26, 63-68.
  • Taşdemir, M. A., Taşdemir, C., Akyüz, S., Jefferson, A. D., Lydon, F. D. ve Barr, B. I. G. (1998). Evaluation of Strains at Peak Stresses in Concrete: A Three-Phase Composite Model Approach, Cement and Concrete Composites, 20, 301-318.
  • Taşdemir, C., Taşdemir, M. A., Mills, N., Barr, B. I. G. ve Lydon, F. D. (1999). Combined Effects of Silica Fume, Aggregate Type, and Size on Post Peak Response of Concrete in Bending, ACI Materials Journal, 96, 74-83.
  • Tasdemir, M. A., Tasdemir, C., Grimm, R. ve König, G. (2002). Role of Aggregate Fraction in the Fracture of Semi-Lightweight High Strength Concrete, Proceedings of the 6th International Symposium on Utilization of High Strength/High Performance Concrete, 1453-1466, Leipzig, Germany.
  • Vandewalle, L. (1996). Influence of the Yield Strength of Steel Fibres on the Toughness of Fibre Reinforced High Strength Concrete. Proceedings, the CCMS Symposium, Worldwide Advances in Structural Concrete and Masonry, 496-505, Chicago.
  • Walraven, J. (1999). The Evolution of Concrete, Structural Concrete, Journal of fib, P1, 1, 3-11. Welch, G. B. (1966). Tensile Strains in Unreinforced Concrete Beams, Magazine of Concrete Research, 18, 9-18.
  • Wittmann, F. H., ed. (1983). Structure of Concrete with Respect to Crack Formation, Fracture Mechanics of Concrete, 43-74, Elsevier Applied Science, Amsterdam.
APA TAŞDEMİR M, BAYRAMOV F (2002). Yüksek performanslı çimento esaslı kompozitlerin mekanik davranışı. , 125 - 144.
Chicago TAŞDEMİR Mehmet Ali,BAYRAMOV Fikret Yüksek performanslı çimento esaslı kompozitlerin mekanik davranışı. (2002): 125 - 144.
MLA TAŞDEMİR Mehmet Ali,BAYRAMOV Fikret Yüksek performanslı çimento esaslı kompozitlerin mekanik davranışı. , 2002, ss.125 - 144.
AMA TAŞDEMİR M,BAYRAMOV F Yüksek performanslı çimento esaslı kompozitlerin mekanik davranışı. . 2002; 125 - 144.
Vancouver TAŞDEMİR M,BAYRAMOV F Yüksek performanslı çimento esaslı kompozitlerin mekanik davranışı. . 2002; 125 - 144.
IEEE TAŞDEMİR M,BAYRAMOV F "Yüksek performanslı çimento esaslı kompozitlerin mekanik davranışı." , ss.125 - 144, 2002.
ISNAD TAŞDEMİR, Mehmet Ali - BAYRAMOV, Fikret. "Yüksek performanslı çimento esaslı kompozitlerin mekanik davranışı". (2002), 125-144.
APA TAŞDEMİR M, BAYRAMOV F (2002). Yüksek performanslı çimento esaslı kompozitlerin mekanik davranışı. İTÜ Dergisi Seri D: Mühendislik, 1(2), 125 - 144.
Chicago TAŞDEMİR Mehmet Ali,BAYRAMOV Fikret Yüksek performanslı çimento esaslı kompozitlerin mekanik davranışı. İTÜ Dergisi Seri D: Mühendislik 1, no.2 (2002): 125 - 144.
MLA TAŞDEMİR Mehmet Ali,BAYRAMOV Fikret Yüksek performanslı çimento esaslı kompozitlerin mekanik davranışı. İTÜ Dergisi Seri D: Mühendislik, vol.1, no.2, 2002, ss.125 - 144.
AMA TAŞDEMİR M,BAYRAMOV F Yüksek performanslı çimento esaslı kompozitlerin mekanik davranışı. İTÜ Dergisi Seri D: Mühendislik. 2002; 1(2): 125 - 144.
Vancouver TAŞDEMİR M,BAYRAMOV F Yüksek performanslı çimento esaslı kompozitlerin mekanik davranışı. İTÜ Dergisi Seri D: Mühendislik. 2002; 1(2): 125 - 144.
IEEE TAŞDEMİR M,BAYRAMOV F "Yüksek performanslı çimento esaslı kompozitlerin mekanik davranışı." İTÜ Dergisi Seri D: Mühendislik, 1, ss.125 - 144, 2002.
ISNAD TAŞDEMİR, Mehmet Ali - BAYRAMOV, Fikret. "Yüksek performanslı çimento esaslı kompozitlerin mekanik davranışı". İTÜ Dergisi Seri D: Mühendislik 1/2 (2002), 125-144.