Analysis of Cracks and Deformations in a Full Scale Reinforced Concrete Beam Using a Digital Image Correlation Technique

Experimental Mechanics

Volumn 51, Issue 6, 2011, Pages 879-890

  Destrebecq, J F ^a,b   Toussaint, E ^a,b   Ferrier, E ^c  

^a UNIVERSITÉ CLERMONT AUVERGNE   (France)

^b CNRS   (France)

^c UNIVERSITÉ LYON 1   (France)

Author keywords

Cracks; Curvature; Deflection; Full scale test; Full field measurements; Reinforced concrete

Indexed keywords

BEAM DEFLECTION; COMPLEMENTARY ANALYSIS; COMPRESSIVE FORCES; CRACKING PROCESS; CURVATURE; DEFLECTION; DESIGN CODES; DIGITAL IMAGE; DIGITAL IMAGE CORRELATION TECHNIQUE; DISPLACEMENT FIELD; ELEVATED TEMPERATURE; EUROCODE2; EXISTING STRUCTURE; FOUR POINT BENDING; FULL SCALE; FULL SCALE TESTS; FULL-FIELD MEASUREMENT; INDUSTRIAL ENVIRONMENTS; LOADING CYCLES; LONG TERM EXPOSURE; MECHANICAL BEHAVIOUR; REINFORCED CONCRETE BEAMS; SERVICE CONDITIONS; THEORETICAL VALUES;

CONCRETE BEAMS AND GIRDERS; CONCRETE BUILDINGS; CORRELATION METHODS; CRACK DETECTION; IMAGE ANALYSIS; REINFORCED CONCRETE; STRAIN MEASUREMENT; CRACKS; LOADING; STANDARDS;

CRACKS; DISPLACEMENT MEASUREMENT;

EID: 79957917217     PISSN: 00144851     EISSN: 17412765     Source Type: Journal    
DOI: 10.1007/s11340-010-9384-9     Document Type: Article

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