Elasticity modulus, shrinkage, and creep of high-strength concrete as adopted by AASHTO

PCI Journal

Volumn 54, Issue 3, 2009, Pages 44-63

  Al Omaishi, Nabil ^a   Tadros, Maher K ^b   Seguirant, Stephen J ^c  

^a The College of New Jersey   (United States)

^b UNIVERSITY OF NEBRASKA LINCOLN   (United States)

^c Marine and Heavy Construction   (United States)

Author keywords

Creep; High strength concrete; HSC; Material properties; Modulus of elasticity; Prestress loss; Relaxation; Shrinkage

Indexed keywords

BRIDGES; CONCRETE BEAMS AND GIRDERS; CONCRETE BRIDGES; CONCRETES; CREEP; ELASTIC MODULI; HIGHWAY BRIDGES; MATERIALS PROPERTIES; MATERIALS TESTING; MOTOR TRANSPORTATION; PLATE GIRDER BRIDGES; SHRINKAGE; SPECIFICATIONS; TRANSPORTATION;

ASSOCIATION OF STATE; HIGH STRENGTH CONCRETES; HIGH-STRENGTH CONCRETE BRIDGE GIRDERS; NATIONAL COOPERATIVE HIGHWAY RESEARCH PROGRAM; PRE-TENSIONED CONCRETE; PRESTRESS LOSS; RELAXATION; STATE HIGHWAY AGENCIES;

HIGH PERFORMANCE CONCRETE;

EID: 68849110723     PISSN: 08879672     EISSN: None     Source Type: Journal    
DOI: 10.15554/pcij.06012009.44.63     Document Type: Article

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