Use of composite testing for evaluation of keyway grout for precast prestressed bridge beams

ACI Materials Journal

Volumn 94, Issue 3, 1997, Pages 244-250

  Gulyas, Robert J ^a   Champa, Jeffery T ^a  

^a NONE

Author keywords

Bond strength; Component testing; Composite assembly testing; Drying shrinkage; Expansion; Keyway; Keyway grout; Length change; Longitudinal shear bond; Magnesium ammonium phosphate (MgNH4PO4) mortar; Non shrink grout

Indexed keywords

BOND STRENGTH (MATERIALS); BRIDGES; CORROSION; CRACK PROPAGATION; GROUTING; INTERFACES (MATERIALS); MATERIALS TESTING; PRECAST CONCRETE; SHEAR STRESS; SHRINKAGE; TENSILE TESTING;

COMPOSITE TESTING; DRYING SHRINKAGE; LONGITUDINAL SHEAR BOND; PRECAST PRESTRESSED BRIDGE BEAMS; SETTLEMENT SHRINKAGE;

PRESTRESSED BEAMS AND GIRDERS;

EID: 0031141020     PISSN: 0889325X     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Review

References (12)

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2. Hukelbridge, A.; El-Esnawi, H.; and Moses F., "An Investigation of Load Transfer in Multi-Beam Prestressed Box Girder Bridges," Ohio Department of Transportation Report FHWA/OH-94/002, Department of Civil Engineering, Case Western Reserve University, Cleveland, Ohio, Sept. 1993.
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