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M. Elices, G. Guinea, J. Planas (1992)
Measurement of the fracture energy using three-point bend tests: Part 3—influence of cutting theP-δ tailMaterials and Structures, 25
J. P. Ulfkjær, O. Hededal, I. Kroon, R. Brincker (1994)
Size Effect in Concrete Structures
G. Guinea, J. Planas, M. Elices (1992)
Measurement of the fracture energy using three-point bend tests: Part 1—Influence of experimental proceduresMaterials and Structures, 25
C. Bosco, A. Carpinteri, P. Debernardi (1990)
Fracture of reinforced concrete: scale effects and snap-back instabilityEngineering Fracture Mechanics, 35
C. Bosco, A. Carpinteri, P. Debernardi (1990)
Minimum reinforcement in high strength concreteJournal of Structural Engineering-asce, 116
A. Aguado, R. Gettu, Surendra Shah (1994)
Concrete technology : new trends, industrial applications : proceedings of the International RILEM Workshop on Technology Transfer of the New Trends in Concrete, ConTech '94, Barcelona, 7-9 November 1994
H. H. Bache (1994)
Concrete Technology: New Trends, Industrial Applications
J. Ulfkjær, O. Hededal, I. Kroon, R. Brincker (1993)
Simple Application of Fictitious Crack Model in Reinforced Concrete Beams
P. Petersson (1981)
Crack growth and development of fracture zones in plain concrete and similar materialsReport TVBM, 1006
J. Planas, G. Guinea, M. Elices (1994)
Stiffness associated with quasi-concentrated loadsMaterials and Structures, 27
J. Planas, G. Ruiz, M. Elices (1995)
Fracture Mechanics of Concrete Structures
C. Pomeroy (1992)
RILEM Workshop on Research Trends and Needs for Composite Materials in Building and Civil EngineeringMaterials and Structures, 25
M. H. Baluch, A. K. Azad, W. Ashmawi (1990)
Applications of Fracture Mechanics to Reinforced Concrete
A. Aguado, R. Gettu, Surendra Shah (1994)
Design for ductility
J. Planas, M. Elices, G. Guinea (1992)
Measurement of the fracture energy using three-point bend tests: Part 2—Influence of bulk energy dissipationMaterials and Structures, 25
O. Hededal, I. B. Kroon (1991)
Lightly reinforced high-strength concrete
The experimental program reported in this paper was planned to investigate the sensitivity of lightly reinforced concrete beams to size and to steel-to-concrete bond properties. Forty-eight micro-concrete reinforced beams were tested; these were of three different sizes, reinforced with various amounts of both smooth and ribbed wires. Unlike the tests found in the scientific literature, the material properties and the parameters that characterize the steel-concrete interaction were all obtained from independent tests. Likewise, experimental errors due to material heterogeneity or incorrect setup of the tests were minimized so as to ensure a high level of control during the execution of the program. The experimental results exhibit maximum load size effect and a strong dependence on bond-slip properties. Beams with a large cover show a secondary load peak between cover cracking and steel yielding, which provides a hint as to the role of the reinforcement cover in the cracking process.
Materials and Structures – Springer Journals
Published: Aug 4, 2006
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