Flexural behavior of reinforced concrete beams with cementitious repair materials

Materials and Structures/Materiaux et Constructions

Volumn 38, Issue 277, 2005, Pages 329-334

  Park, S K ^a   Yang, D S ^a  

^a Sungkyunkwan University   (South Korea)

Author keywords

[No Author keywords available]

Indexed keywords

CEMENTS; CONCRETE CONSTRUCTION; CONCRETE REINFORCEMENTS; CRACK INITIATION; DUCTILITY; DURABILITY; MORTAR; PORTLAND CEMENT; REINFORCED CONCRETE; REPAIR; SHRINKAGE; STRENGTH OF MATERIALS; STRUCTURAL LOADS;

CRACK DEVELOPMENT; FLEXURAL BEHAVIOR; ORDINARY PORTLAND CEMENT MORTAR (OPCM); POLYMER CEMENT MORTAR (PCM); REINFORCEMENT RATIOS;

CONCRETE BEAMS AND GIRDERS;

EID: 17644423969     PISSN: 13595997     EISSN: None     Source Type: Journal    
DOI: 10.1617/14051     Document Type: Article

References (8)

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2. Malek, A.M., Saadatmanesh, H. and Ehsani, M.R., 'Prediction of failure load of R/C beams strengthened with FRP plate due to stress concentration at the plate end', ACI Structural Journal 95 (1) (March-April 1998) 142-152.
3. Roberts, T.M. and Haji-Kazemi, H., 'Theoretical study of the behavior of reinforced concrete beams strengthened by externally bonded steel plates', Structural Engineering Group, Proc. Inst. Civ. Engrs., Part 2 (1989) 39-55.
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7. Tu, L. and Kruger, D., 'Engineering properties of epoxy resins used as concrete adhesives', ACI Materials Journal 93 (1) (1996) 26-35.
8. Zibra, Y.N., Baluch, M.H., Basunbul, I.A., Sharif, A.M., Azad, A.K. and Al-Sulaimani, G.J., 'Guidelines toward the design of reinforced concrete beams with external plates', ACI Structural Journal 91 (6) (1994) 639-646.