Serviceability limit state of FRP RC beams

Advances in Structural Engineering

Volumn 15, Issue 4, 2012, Pages 653-664

  Barris, Cristina ^a   Torres, Lluís ^a   Baena, Marta ^a   Pilakoutas, Kypros ^b   Guadagnini, Maurizio ^b  

^a UNIVERSITY OF GIRONA   (Spain)

^b UNIVERSITY OF SHEFFIELD   (United Kingdom)

Author keywords

cracking; deflection; FRP bars; reinforced concrete; serviceability

Indexed keywords

APPLIED LOADS; CODE EQUATIONS; CRACK WIDTH; DEFLECTION CONTROL; DESIGN CODES; EXPERIMENTAL PROGRAM; FIBER REINFORCED POLYMERS; FOUR-POINT; FRP BAR; LARGE STRAINS; LOW LEVEL; RC BEAMS; RC STRUCTURE; SERVICEABILITY; SERVICEABILITY LIMIT STATE; ULTIMATE CAPACITY;

CONCRETE BEAMS AND GIRDERS; CRACK INITIATION; DEFLECTION (STRUCTURES); DESIGN; MECHANICAL PROPERTIES; REINFORCED CONCRETE; SOFTWARE TESTING;

FIBER REINFORCED PLASTICS;

EID: 84860446286     PISSN: 13694332     EISSN: None     Source Type: Journal    
DOI: 10.1260/1369-4332.15.4.653     Document Type: Conference Paper

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