Reliability of RC members strengthened with CFRP laminates

Journal of Structural Engineering (United States)

Volumn 121, Issue 7, 1995, Pages 1037-1044

  Plevris, Nikolaos ^a   Triantafillou, Thanasis C ^b   Veneziano, Daniele ^c  

^a AT Kearney Inc   (United States)

^b UNIVERSITY OF PATRAS   (Greece)

^c MASSACHUSETTS INSTITUTE OF TECHNOLOGY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BEARING CAPACITY; CARBON FIBER REINFORCED PLASTICS; CONCRETE CONSTRUCTION; FAILURE (MECHANICAL); MONTE CARLO METHODS; PLASTIC LAMINATES; RELIABILITY THEORY; STATISTICAL METHODS; STRAIN; STRENGTH OF MATERIALS; STRUCTURAL DESIGN; STRUCTURAL MEMBERS;

CARBON FIBER REINFORCED PLASTIC LAMINATES; CONCRETE STRENGTH; DESIGN VARIABLES; FAILURE STRAIN; FLEXURAL CAPACITY; REINFORCED CONCRETE MEMBERS; STATISTICAL CHARACTER; STRENGTH REDUCTION FACTOR; STRENGTHENING;

REINFORCED CONCRETE;

EID: 0029344274     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1995)121:7(1037)     Document Type: Article

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