Mechanical Resistance of Steel Fiber Reinforced Concrete to Axial Load
New experimental data make it possible to start with the synthesis of a steel fiber reinforced concrete (SFRC) load resistance model. Four stages are considered: the elastic stage, the stage of closed isolated crack development, and the stages of through-crack development in the absence of fiber rup...
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| Veröffentlicht in: | Journal of materials in civil engineering 2002-08, Vol.14 (4), p.311-319 |
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| container_title | Journal of materials in civil engineering |
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| creator | Kholmyansky, M. M |
| description | New experimental data make it possible to start with the synthesis of a steel fiber reinforced concrete (SFRC) load resistance model. Four stages are considered: the elastic stage, the stage of closed isolated crack development, and the stages of through-crack development in the absence of fiber ruptures and in their presence. Mathematical expectations of the tensile loads as a function of crack growth or of strains are found. Numerical experiments were carried out. The main results of these experiments were as follows: (1) Longitudinal resistance of fibers to crack growth reaches a maximum, after which it decreases to zero. (2) Transverse resistance increases monotonically. (3) Bond improvement leads to two opposite effects: an increase in longitudinal resistance and an earlier appearance of fiber ruptures. As a result, the total resistance increases if the crack opening is small and decreases if it is large. (4) Increase in the SFRC strength is larger when the bond is better. |
| doi_str_mv | 10.1061/(ASCE)0899-1561(2002)14:4(311) |
| format | Article |
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M</creator><creatorcontrib>Kholmyansky, M. M</creatorcontrib><description>New experimental data make it possible to start with the synthesis of a steel fiber reinforced concrete (SFRC) load resistance model. Four stages are considered: the elastic stage, the stage of closed isolated crack development, and the stages of through-crack development in the absence of fiber ruptures and in their presence. Mathematical expectations of the tensile loads as a function of crack growth or of strains are found. Numerical experiments were carried out. The main results of these experiments were as follows: (1) Longitudinal resistance of fibers to crack growth reaches a maximum, after which it decreases to zero. (2) Transverse resistance increases monotonically. (3) Bond improvement leads to two opposite effects: an increase in longitudinal resistance and an earlier appearance of fiber ruptures. As a result, the total resistance increases if the crack opening is small and decreases if it is large. (4) Increase in the SFRC strength is larger when the bond is better.</description><identifier>ISSN: 0899-1561</identifier><identifier>EISSN: 1943-5533</identifier><identifier>DOI: 10.1061/(ASCE)0899-1561(2002)14:4(311)</identifier><language>eng</language><publisher>Reston, VA: American Society of Civil Engineers</publisher><subject>Applied sciences ; Buildings. Public works ; Concretes. Mortars. Grouts ; Exact sciences and technology ; Fibre reinforced concrete (including asbestos cement) ; Materials ; Strength of materials (elasticity, plasticity, buckling, etc.) ; Structural analysis. 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As a result, the total resistance increases if the crack opening is small and decreases if it is large. (4) Increase in the SFRC strength is larger when the bond is better.</description><subject>Applied sciences</subject><subject>Buildings. Public works</subject><subject>Concretes. Mortars. Grouts</subject><subject>Exact sciences and technology</subject><subject>Fibre reinforced concrete (including asbestos cement)</subject><subject>Materials</subject><subject>Strength of materials (elasticity, plasticity, buckling, etc.)</subject><subject>Structural analysis. 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| ispartof | Journal of materials in civil engineering, 2002-08, Vol.14 (4), p.311-319 |
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| language | eng |
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| source | American Society of Civil Engineers:NESLI2:Journals:2014 |
| subjects | Applied sciences Buildings. Public works Concretes. Mortars. Grouts Exact sciences and technology Fibre reinforced concrete (including asbestos cement) Materials Strength of materials (elasticity, plasticity, buckling, etc.) Structural analysis. Stresses TECHNICAL PAPERS |
| title | Mechanical Resistance of Steel Fiber Reinforced Concrete to Axial Load |
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