Modelling of the cracking behaviour of prestressed concrete structures

fib Symposium PRAGUE 2011: Concrete Engineering for Excellence and Efficiency, Proceedings

Volumn 1, Issue , 2011, Pages 211-214

  Debernardi, Pier Giorgio ^a   Guiglia, Matteo ^a   Taliano, Maurizio ^a  

^a POLITECNICO DI TORINO   (Italy)

Author keywords

Cracking; Partially prestressed concrete structures; Serviceability

Indexed keywords

CONCRETE BEAMS AND GIRDERS; CONCRETE BUILDINGS; CONCRETE CONSTRUCTION; CONCRETES; CRACK INITIATION; EFFICIENCY; PRESTRESSED CONCRETE;

BOND PROPERTIES; CRACK WIDTH; ENVIRONMENTAL EXPOSURE; INTERNATIONAL STANDARDS; PRE-STRESSING STEELS; SERVICEABILITY; STRUCTURAL BEHAVIOUR;

CRACKS;

EID: 85015315603     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (3)

1. fib: Model Code 2010 - First complete draft - Volume 2. fib Bulletin, N. 56, Lausanne, 2010.
2. CEN: EN 1992-1-1 Eurocode 2: Design of concrete structures - Part 1-1: General rul es and rules for buildings, Brussels, 2004.
3. Nawy, E.G., Huang P.T.: Crack and Deflection Control of Pretensioned Prestressed Beams. PCI Journal, 1977, 22(3), 30-47.