Textile reinforced concrete for strengthening in bending and shear

Materials and Structures/Materiaux et Constructions

Volumn 39, Issue 8, 2006, Pages 741-748

  Bruckner A ^a   Ortlepp, R ^a   Curbach, M ^a  

^a DRESDEN UNIVERSITY OF TECHNOLOGY   (Germany)

Author keywords

[No Author keywords available]

Indexed keywords

BENDING STRENGTH; BONDING; CRACK PROPAGATION; FORCE MEASUREMENT; MATHEMATICAL MODELS; SHEAR STRESS;

CRACK WIDTHS; FLEXURAL STRENGTHENED RC-SLABS; MODEL EXTENSIONS; SERVICEABILITY;

REINFORCED CONCRETE;

EID: 33751403819     PISSN: 13595997     EISSN: None     Source Type: Journal    
DOI: 10.1617/s11527-005-9027-2     Document Type: Article

References (12)

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9. Reineck K-H (1990) A mechanical model for the shear zone of RC-members. University of Stuttgart: Eigenverlag, dissertation. Only available in German.
10. Kirmair H (1987) The shearing behaviour of slender RC-beam - theoretically and experimental investigations of lightweight- and normalweight concrete. Heft 385 der Schriftenreihe des Deutschen Ausschusses für Stahlbeton, Berlin: Ernst & Sohn, 14-16. Only available in German.
11. Kirmair H, Mang R (1987) The loading behaviour in the shear zone of reinforced and prestressed concrete girders by bending with normal forces. Bauingenieur 62(4): 165-170. Only available in German.
12. FIP-Commission 3 (1999) Practical design of structural concrete. In 'FIP Recommendations', London: SETO, pp. 55-57.