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The paper follows the potential practice of fiber reinforced concrete (FRC) as a solution for airport`s runway pavements, in order to increase the bearing strength, resulting in decreasing the height of the concrete layer that is currently used.

Experimentally, the study focuses on the properties of fiber reinforced Portland cement concrete using 3 different percentages (0.5%, 1% and 1.5% of the concrete volume) and 4 different types of fiber (for 1% percentage – hooked steel fiber 50 mm length, hooked steel fiber 30 mm length, crimped steel fiber 30 mm length and polypropylene fiber 50 mm lenght), using as reference a plain concrete with 5 MPa flexural strength.

More exactly, the study presents the change in compressive and flexural strength, shrinkage, thermal expansion factor, elastic modulus and Poisson`s ratio over fiber type and dosage.

For the highest performance concrete (7 MPa flexural strength), it has been made a study using two methods for rigid airport pavements design (general method and optimized method), and one method for evaluation of bearing strength (ACN – PCN method), which is compared to a plain 5 MPa concrete. Furthermore, the decrease in the slab`s thickness proportionally to the growth of the flexural strength is emphasized by evaluating the slab`s height for a high performance 9 MPa concrete using both design methods.


Objectives: To make a comparative analysis of the mechanical properties between FRC and zirconium posts

Methods: The patients with FRC and zirconium posts were divided in two groups with three subgroups, each of them composed of 10 samples. Subgroup I with 1.2 mm; Subgroup II with 1.35 mm and Subgroup III with 1.5 mm post diameter. The fracture force, bending and tensile strength of each group were measured with Shimadzu Universal Testing Machine.

Results: The fracture force for the first group measured in the first, second and third subgroup was 34.80900N; 67.15390N; 46.53100N and for the second group, first, second and third subgroup was 34.80900N; 46.53100N; 67.15390N correspondingly. The bending strength for the first group measured in the first, second and third subgroup was 401.4420N; 444.6425N; 333.6828N and for the second group, first, second and third subgroup was 307.9352N; 289.1030N; 304.1649N correspondingly. The tensile strength for the first group measured in the first, second and third subgroup was 5.442267N; 4.350545N; 2.943465N and for the second group, first, second and third subgroup was 4.224141N; 3.751466N; 3.168756N correspondingly.

Conclusions: The longest diameter of the posts significantly increases the resistance to fracture in relation to the two smaller diameters. The larger diameter, the higher values of the bending strength, as well as the lowest values of the tensile strength of the material contribute to improved mechanical properties of the fiber and zirconium posts.

reinforced concrete.” Composites , 13 , 164–168. Larsen, E. T., & Krenchel, H. (1991). “Durability of FRC-Materials. In: Sidney Mindess and Jan Skalny.” In Fiber-reinforced Cementitious Materials: Symposium, Boston, Massachusetts, 1990, Materials Research Society Symposia Proceedings Vol. 211, Materials Research Society, Pittsburgh (pp. 119–124). Lawler, J. S., Zampini, D., & Shah, S. P. (2002). “Permeability of cracked hybrid fiber-reinforced mortar under load.” ACI Materials Journal , 99 (4), 379–385. Mei, G. D., Xu, L. H., Li, S., & Chi, Y. (2012). “Hybrid Effects


In this paper, the nonlinear Thomas-Fermi equation for neutral atoms by using the fractional order of rational Chebyshev functions of the second kind (FRC2), FUnα(t,L) (t, L), on an unbounded domain is solved, where L is an arbitrary parameter. Boyd (Chebyshev and Fourier Spectral Methods, 2ed, 2000) has presented a method for calculating the optimal approximate amount of L and we have used the same method for calculating the amount of L. With the aid of quasilinearization and FRC2 collocation methods, the equation is converted to a sequence of linear algebraic equations. An excellent approximation solution of y(t), y′ (t), and y ′ (0) is obtained.


Concrete is the most widely used construction material because of its specialty of being cast into any desired shape. The main requirements of earthquake resistant structures are good ductility and energy absorption capacity. Fiber reinforced concrete possesses high flexural and tensile strength, improved ductility, and high energy absorption over the conventional concrete in sustaining dynamic loads. The aim of this paper is to compare the properties of concrete beams in which three types of fibers are added individually. Steel fibers, polypropylene fibers and hybrid fibers were added to concrete in the weight ratio of four percentages in the preparation of four beam specimens. The fourth specimen did not contain fibers and acted as a control specimen. The dimensions of the beam specimens were 150 mm × 150 mm × 700 mm. The reinforced concrete beams of M30 grade concrete were prepared for casting and testing. Various parameters such as load carrying capacity, stiffness degradation, ductility characteristics and energy absorption capacity of FRC beams were compared with that of RC beams. The companion specimens were cast and tested to study strength properties and then the results were compared. All the beams were tested under three point bending under Universal Testing Machine (UTM). The results were evaluated with respect to modulus of elasticity, first crack load, ultimate load, and ultimate deflection. The test result shows that use of hybrid fiber improves the flexural performance of the reinforced concrete beams. The flexural behavior and stiffness of the tested beams were calculated, and compared with respect to their load carrying capacities. Comparison was also made with theoretical calculations in order to determine the load-deflection curves of the tested beams. Results of the experimental programme were compared with theoretical predictions. Based on the results of the experimental programme, it can be concluded that the addition of steel, polypropylene and hybrid fibers by 4% by weight of cement (but 2.14 % by volume of cement) had the best effect on the stiffness and energy absorption capacity of the beams.

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. Int. Symp. Brittle Matrix Composites 8, 2006, pp.213-219. 4. Zhang L., Mindess S., “Compressive toughness of fibre reinforced concrete under impact loading”, Proc. Int. Symp. Brittle Matrix Composites 8, 2006, pp.239-249. 5. Brandt A.M., “Tughness of fibre reinforced cement based materials”, Archives of Civil Engineering XLII (4), 1996. 6. Vodicka J., Spura D., “Volume Changes of fibre concrete with steel and synthetic fibres”, Proc. Int. Symp. Brittle Matrix Composites 8, 2006, pp.285-292. 7. Brandt A.M., Glinicki M.A., Potrzebowski J., “Application of FRC in

References [1] AKCAY B., TASDEMIR MA.: Mechanical behaviour and fibre dispersion of hybrid steel fibre reinforced self-compacting concrete, Construction and Building Materials 28 (2012) 287-293. [2] GRÜNEWALD S.: Performance-based design of self-compacting fibre reinforced concrete, Doctor`s thesis, 2004. [3] DING Y., THOMASETH D., NIEDEREGGER CH., THOMAS A., LUKAS W.: The investigation on the workability and flexural toughness of fibre cocktail reinforced selfcompacting high performance concrete, 6th RILEM Symposium on Fibre-Reinforced Concretes (FRC) - BEFIB

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