Long-term deflections in cracked reinforced concrete flexural members

Engineering Structures

Volumn 32, Issue 3, 2010, Pages 829-842

  Marí, Antonio R ^a   Bairán, Jesús M ^a   Duarte, Noemi ^a  

^a UNIVERSITAT POLITÈCNICA DE CATALUNYA   (Spain)

Author keywords

Cracking; Creep; Deflections; Non linear analysis; Reinforced concrete; Section; Shrinkage; Simplified method; Time

Indexed keywords

CONSTANT STRESS; CRACKED REINFORCED CONCRETE; CREEP COEFFICIENT; CREEP DEFLECTION; DEFLECTIONS; DESIGN STAGE; EXPERIMENTAL OBSERVATION; FLEXURAL MEMBER; HIGH STRENGTH CONCRETES; LONG-TERM DEFLECTIONS; NEUTRAL AXIS; NON-LINEAR; NON-STRUCTURAL ELEMENTS; NUMERICAL SIMULATION; SHRINKAGE STRAINS; SIMPLIFIED FORMULA; SIMPLIFIED METHOD; SUSTAINED LOADS; TENSILE REINFORCEMENT; TIME DEPENDENT BEHAVIOR; TIME-DEPENDENT ANALYSIS; TIME-DEPENDENT RESPONSE;

BINARY CODES; BUILDING MATERIALS; COMPUTER SIMULATION; CONCRETE BUILDINGS; CREEP; REINFORCED CONCRETE; REINFORCEMENT; SHRINKAGE;

DEFLECTION (STRUCTURES);

COMPRESSION; CONCRETE STRUCTURE; CRACKING; NUMERICAL MODEL; REINFORCED CONCRETE; SHRINKAGE; TENSILE STRESS; TIME DEPENDENT BEHAVIOR;

EID: 75749098790     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2009.12.009     Document Type: Article

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