Laboratory testing material property and FE modeling structural response of PAM-Modified concrete overlay on bridges

Journal of Bridge Engineering

Volumn 14, Issue 1, 2009, Pages 26-35

  Xu, Qinwu ^a   Sun, Zengzhi ^b   Wang, Hu ^c   Shen, Aiqin ^d  

^a The Transtec Group Inc   (United States)

^b North West Polytechnical University   (China)

^c College of Science ^*

^d CHANG'AN UNIVERSITY   (China)

Author keywords

Bridges; Concrete; Finite element method; Laboratory tests; Material properties; Portland cement; Structural response

Indexed keywords

ANALYTICAL MODELS; BONDING STRENGTHS; DIRECT SHEARS; DYNAMIC PERFORMANCES; FATIGUE LIVES; FE MODELS; FE SIMULATIONS; FLEXURAL STRENGTHS; FLEXURAL STRESSES; GIRDER BRIDGES; INTERFACE BONDING STRENGTHS; INTERFACE DE BONDINGS; INTERFACE SHEAR STRESSES; LABORATORY TESTS; MATERIAL PROPERTIES; MODELING RESULTS; MODIFIED CONCRETES; OVERLAY THICKNESSES; POINT BENDING; POLYACRYL AMIDES; PORTLAND CEMENT CONCRETES; STRESS RESPONSES; STRUCTURAL RESPONSE; TEMPERATURE CYCLING; TESTING MATERIALS; TESTING RESULTS; TRAFFIC LOADINGS; VEHICLE LOADINGS;

ARCHITECTURAL ACOUSTICS; ARCHITECTURAL DESIGN; ASSOCIATIVE STORAGE; BEAMS AND GIRDERS; BENDING STRENGTH; BENDING TESTS; BOX GIRDER BRIDGES; CEMENT MANUFACTURE; CEMENTS; CONCRETE CONSTRUCTION; CONCRETE TESTING; DIFFUSION BONDING; FATIGUE TESTING; FINITE ELEMENT METHOD; FREQUENCY RESPONSE; IMPACT RESISTANCE; IMPACT STRENGTH; LABORATORIES; LOADING; MECHANICAL PROPERTIES; MECHANISMS; MODEL STRUCTURES; PNEUMATIC DRIVES; POLYMERS; PORTLAND CEMENT; PULSE AMPLITUDE MODULATION; RECONSTRUCTION (STRUCTURAL); RUBBER; STRENGTH OF MATERIALS; STRESSES; STRUCTURAL DESIGN; STRUCTURAL PROPERTIES; TESTING; THREE DIMENSIONAL;

CONCRETES;

EID: 58149236417     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(2009)14:1(26)     Document Type: Article

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