Shrinkage restraint and loading history effects on deflections of flexural members

ACI Structural Journal

Volumn 105, Issue 4, 2008, Pages 498-506

  Scanlon, Andrew ^a   Bischoff, Peter H ^b  

^a The Pennsylvania State University   (United States)

^b UNIVERSITY OF NEW BRUNSWICK   (Canada)

Author keywords

Beam; Deflection; Loading history; Shrinkage restraint; Slab

Indexed keywords

BUILDING CODES; BUILDING MATERIALS; CODES (STANDARDS); CODES (SYMBOLS); COMPOSITE BEAMS AND GIRDERS; CONCRETE BUILDINGS; CONCRETE CONSTRUCTION; FIBER OPTICS; FIBER REINFORCED PLASTICS; HISTORY; REINFORCED CONCRETE; REINFORCED PLASTICS; REINFORCEMENT; SHRINKAGE; STRUCTURAL ANALYSIS;

AMERICAN CONCRETE INSTITUTE (ACI); CONSTRUCTION LOADS; CRACKING MOMENT; DEFLECTION (OVALIZATION); FIBER REINFORCED POLYMER (FRP); FLEXURAL MEMBERS; FULL SERVICE; HIGHLY SENSITIVE; LOADING HISTORY; MOMENT OF INERTIA; NON-STRUCTURAL ELEMENTS; PRE-LOADING; RESTRAINT STRESSES; WIDE-RANGE;

DEFLECTION (STRUCTURES);

EID: 48949116735     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

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