Mechanical and Bond Properties of 18-mm- (0.7-in.-) Diameter Prestressing Strands

Journal of Materials in Civil Engineering

Volumn 24, Issue 6, 2012, Pages 735-744

  Morcous, G ^a   Hatami, A ^a   Maguire, M ^b   Hanna, K ^c   Tadros, M K ^c  

^a UNIVERSITY OF NEBRASKA LINCOLN   (United States)

^b VIRGINIA POLYTECHNIC INSTITUTE AND STATE UNIVERSITY   (United States)

^c UNIVERSITY OF NEBRASKA LINCOLN   (United States)

Author keywords

Bond; Mechanical properties; Prestressed concrete; Strand; Yield strength

Indexed keywords

ASTM STANDARDS; BOND; BOND PROPERTIES; BRIDGE CONSTRUCTIONS; CABLE BRIDGES; CENTER OF GRAVITY; CONCRETE STRENGTH; FLEXURAL CAPACITY; GIRDER SPACING; LARGE DIAMETER; PRE-TENSIONED CONCRETE; PRESTRESSING FORCES; PRESTRESSING STRANDS; PRODUCTION CYCLE; PULL-OUT TEST; STRAND; STRESS-STRAIN RELATIONSHIPS; TEST METHOD; ULTIMATE STRENGTH;

BRIDGES; CONCRETE BEAMS AND GIRDERS; MECHANICAL PROPERTIES; PRESTRESSED CONCRETE; PRESTRESSING; STRESS-STRAIN CURVES; YIELD STRESS;

PRESTRESSED BEAMS AND GIRDERS;

BRIDGE; CABLE; CONCRETE; ELASTIC MODULUS; MECHANICAL PROPERTY; MINING; MORTAR; STRENGTH; STRESS; STRESS-STRAIN RELATIONSHIP; YIELD;

EID: 84861853750     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)MT.1943-5533.0000424     Document Type: Article

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