PL EN


Preferencje help
Widoczny [Schowaj] Abstrakt
Liczba wyników
Tytuł artykułu

Behaviour of short polymer-high strength concrete columns under eccentric compression

Wybrane pełne teksty z tego czasopisma
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Engineers have been looking for ways to combine two or more materials in order to take advantage of their strong features. This is how the hybrid materials were born. A very common type of such a construction material is the reinforced concrete. The present paper presents the results of the experimental and numerical investigations of the behaviour of short hybrid concrete columns subjected to short-time eccentric compression. The columns are made of high strength concrete, in the compression part, and polymer concrete located in the tensioned part. At the age of 28 days the columns were subjected to eccentric compression, with constant eccentricity. The influence of the second order effects, such as creep, was neglected. From the experimental results it can be concluded that the type of reinforcement can have a significant effect on the ultimate carrying capacity of the hybrid columns. The numerical simulations by means of non-linear finite element analysis are in good agreement with the experimental results.
Rocznik
Strony
119--127
Opis fizyczny
Bibliogr. 29 poz., tab., wykr.
Twórcy
autor
  • Gheorghe Asachi Technical University of Iasi, Faculty of Civil Engineering and Building Services, 43rd Prof. D. Mangeron Blvd., Iasi 700050, Romania
autor
  • Gheorghe Asachi Technical University of Iasi, Faculty of Civil Engineering and Building Services, 43rd Prof. D. Mangeron Blvd., Iasi 700050, Romania
autor
  • Gheorghe Asachi Technical University of Iasi, Faculty of Chemical Engineering and Environmental Protection, 71st Prof. D. Mangeron Blvd., Iasi 700500, Romania
autor
  • Gheorghe Asachi Technical University of Iasi, Faculty of Civil Engineering and Building Services, 43rd Prof. D. Mangeron Blvd., Iasi 700050, Romania
  • Gheorghe Asachi Technical University of Iasi, Faculty of Civil Engineering and Building Services, 43rd Prof. D. Mangeron Blvd., Iasi 700050, Romania
Bibliografia
  • [1] M. Barbuta, N.Tranu, M. Harja, Wastes used in obtaining polymer composites, Journal of Environmental Engineering and Management 8 (5) (2009) 1145–1150.
  • [2] A.J. Klemm, W. Marks, Multicriteria optimization of polymer modified composites subjected to freezing and thawing cycles, Building and Environment 34 (3) (1998) 369–376.
  • [3] S.L. Snell, H.A. Gillepsie, R.Y. Nelson, Polymer concrete and its potential in construction industry, Proceedings of the Oklahoma Academy of Science 52 (1972) 160–162.
  • [4] J. Mirza, M.S. Mirza, R. Lapointe, Laboratory and field performance of polymer-modified cement-based repair mortars in cold climates, Construction and Building Materials 12 (6) (2002) 365–374.
  • [5] Y. Ohama, Principle of latex modification and some typical properties of latex modified mortar and concrete, ACI Materials Journal 86 (1987) 511–518.
  • [6] J.M.L. Reis, A.J.M. Ferreira, The effects of atmospheric exposure on the fracture properties of polymer concrete, Building and Environment 41 (3) (2006) 262–267.
  • [7] ACI 548.3R-95: State of the art report on polymer-modified concrete, in: ACI Manual of Concrete Practice, Part 5, ACI Committee 548 Report, Farmington Hills, U.S.A., American Concrete Institute, 2000.
  • [8] V.V.L.K. Rao, S. Krishnamoothy, Aggregate mixture for least void content for use in polymer concrete, Journal of Cement, Concrete and Aggregates 13 (2) (1993) 97–107.
  • [9] D.C. Park, J.C. Ahn, S.G. Oh, H.C. Song, T. Noguchi, Drying effect of polymer-modified cement for patch-repaired mortar on constraint stress, Construction and Building Materials 23 (1) (2009) 434–447.
  • [10] J.M. Gao, C.X. Qian, B. Wang, K. Morino, Experimental study on properties of polymer-modified cement mortars with silica fume, Cement and Concrete Research 32 (1) (2002) 41–45.
  • [11] L.K. Aggarwal, P.C. Thapliyal, S.R. Karade, Properties of polymer-modified mortars using epoxy and acrylic emulsions, Construction and Building Materials 21 (2) (2007) 379–383.
  • [12] M. Harja, M. Barbuta, L. Rusu, Obtaining and characterization of the polymer concrete with fly ash, Journal of Applied Sciences 9 (1) (2009) 88–96.
  • [13] M. Barbuta, M. Harja, I. Baran, Comparison of mechanical properties for polymer concrete with different types of filler, Journal of Materials in Civil Engineering 22 (7) (2010) 696–701.
  • [14] S. Kurugol, L. Tanacan, H.Y. Ersoy, Young’s modulus of fiber-reinforced and polymer-modified lightweight concrete composites, Construction and Building Materials 22 (6) (2008) 1019–1028.
  • [15] J.M.L. Reis, A.J.M. Ferreira, The influence of notch depth on the fracture mechanics properties of polymer concrete, International Journal of Fracture 124 (1–2) (2003) 33–42.
  • [16] J.M.L. Reis, A.J.M. Ferreira, A contribution to the study of fracture energy of polymer concrete and fibre reinforced polymer concrete, Polymer Testing 23 (4) (2004) 437–440.
  • [17] M. Barbuta, C. Gavriloaia, I.O. Toma, Flexural behaviour of short reinforced concrete hybrid beams experiment and numerical simulations, Intersections 6 (4) (2009) 107–117.
  • [18] H. Arikan, A. Avci, A. Akdemir, Fracture behaviour of steel fibre reinforced polymer composite, Polymer Testing 23 (6) (2004) 615–619.
  • [19] G. Li, X. Zhao, C. Rong, Z. Wang, Properties of polymer modified steel-fiber reinforced cement concretes, Construction and Building Materials 24 (7) (2010) 1201–1206.
  • [20] SR EN 197-1:2002, Cement Composition, Specifications and Conformity Criteria, Romanian Standard Association, 2002, (in Romanian).
  • [21] M. Barbuta, Effect of different types of superplaticizer on the properties of high strength concrete incorporating large amounts of silica fume, Bulletin of the Polytechnic Institute of Iasi, Constructions and Architecture Section 51 (1–2) (2005) 69–74.
  • [22] M. Barbuta, D.S. Nour, Components compatibility to high strength concrete with silica fume, in: Proceedings of the International Conference VSU, Sofia, Tom I, 2006, p. II-46.
  • [23] SR EN 12390-3:2003, Tests on hardened concrete. Part 3. Compressive Strength, Romanian Standard Association, 2003, (in Romanian).
  • [24] STAS 5585-71, Tests on Hardened Concrete. Determination of the Static Modulus of Elasticity in Compression for Concrete, Romanian Institute for Standardization, 1971, (in Romanian).
  • [25] J.P. Gorminski, D.C. Dal Molin, C.S. Kazmierczak, Study of the modulus of elasticity of polymer concrete compounds and comparative assessment of polymer concrete and Portland cement concrete, Cement and Concrete Research 34 (11) (2004) 2091–2095.
  • [26] K. Kovler, Radiological constraints of using building materials and industrial by-products in construction, Construction and Building Materials 23 (1) (2009) 246–253.
  • [27] SR EN 450-2:2006, Fly Ash for Concrete. Part 2: Conformity Evaluation, Romanian Standard Association, 2006, (in Romanian).
  • [28] SR EN 13412:2007, Products and Systems for the Protection and Repair of Concrete Structures. Test methods. Determination of Modulus of Elasticity in Compression, Romanian Standard Association, 2007, (in Romanian).
  • [29] STAS 438/1-89, Steel Products for Reinforced Concrete. Hot Rolled Structural Steel. Grades and Quality Technical Requirements, Romanian Committee for Science and Technology, Romanian Institute for Standardization, 1989, (in Romanian).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-4bddd546-3984-4ab5-8391-8fc6acdcaf14
JavaScript jest wyłączony w Twojej przeglądarce internetowej. Włącz go, a następnie odśwież stronę, aby móc w pełni z niej korzystać.