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  • 1
    Electronic Resource
    Electronic Resource
    s.l. ; Stafa-Zurich, Switzerland
    Key engineering materials Vol. 400-402 (Oct. 2008), p. 543-548 
    ISSN: 1013-9826
    Source: Scientific.Net: Materials Science & Technology / Trans Tech Publications Archiv 1984-2008
    Topics: Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics
    Notes: Steel Fiber Reinforced Self-stressing Concrete (SFRSSC) is a new type of fiber reinforced composite material. It has various applications in civil engineering for its well known superior properties such as self-expansive performance and high tensile resistance. However, it is not widely accepted as an effective reinforcement in the rehabilitation of the old bridges at present.The primary goal of this research is to apply SFRSSC to improve the crack resistance in the negative bending moment areas of the old bridges. Firstly, a computer analysis on the internal force of the continuous T-beams with 5 spans is given in this paper. The results show that the expansive action of SFRSSC can effectively decrease the internal force in the negative bending moment area. Meanwhile, based on the experiments of 5 composite concrete inverted T-beams, the crack resistance of the beams reinforced with SFRSSC layers is investigated. The test results obviously indicated that the composite layers enhanced the cracking moments 44.9% more than conventional concrete layers, though its height is only 13.9% of the cross section height.It is concluded that the continuous beams strengthened by SFRSSC has greatly improved the crack resistance in negative bending moment areas compared with the continuous beams strengthened by conventional concrete. According to the existing theoretical models, a procedure how to determine the self-stress is supplied and a formula which evaluating the crack resistance of composite T-beams in negative moment area is deduced in order to supply references to the old bridge rehabilitation design
    Type of Medium: Electronic Resource
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  • 2
    Electronic Resource
    Electronic Resource
    s.l. ; Stafa-Zurich, Switzerland
    Key engineering materials Vol. 385-387 (July 2008), p. 305-308 
    ISSN: 1013-9826
    Source: Scientific.Net: Materials Science & Technology / Trans Tech Publications Archiv 1984-2008
    Topics: Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics
    Notes: A new sort of high performance concrete is introduced which combines most advantagesof prestressed concrete and steel fiber concrete, named steel fiber reinforced self-stressingconcrete(SFFRSSC for short). Self-stressing concrete is actually a kind of expansive concrete whichself-stresses, namely pre-compressive stresses, are induced by dint of some restrictions generallyprovided by steel bars to concrete expansion after hydration of expansive cement. As a result ofchemical reaction, concrete archived prestresses by itself different from mechanical prestressedconcrete, so called self-stressing concrete. By distributing short-cut steel fibers into self-stressingconcrete at random, prestresses( self-stress) are created in concrete under combined restriction ofsteel bars and steel fibers. Thank to the pre-stresses tensile strength of concrete are significantlyincreased as well as cracking strength. In addition, expansive deformation of SFFRSSC cancompensate the shrinkage of concrete to decrease shrinkage crack, and the steel fibers play animportant role in post-crack behavior. On the other hand, self-stressing concrete can avoid thetroubles of construction compared with conventional mechanical prestressed concrete. For purpose ofunderstanding the properties of SFFRSSC, in this paper some researches were carried out toinvestigate the special expansive behaviors of restrained expansive deformation with restriction ofsteel bar as well as steel fiber. The test results indicated that steel bar and steel fiber both provideeffective restrict to self-stressing concrete as result of forming prestresses in concrete
    Type of Medium: Electronic Resource
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