Case study on the restoration of flexural capacity of continuous one-way RC slabs with cutouts

Journal of Composites for Construction

Volumn 15, Issue 6, 2011, Pages 992-998

  Seliem, H M ^a   Seracino, R ^b   Sumner, E A ^b   Smith, S T ^c  

^a HELWAN UNIVERSITY   (Egypt)

^b North Carolina State University   (United States)

^c UNIVERSITY OF HONG KONG   (Hong Kong)

Author keywords

Field testing; Flexure; Openings; Slabs; Strengthening

Indexed keywords

CARBON FIBER-REINFORCED POLYMER; CFRP PLATES; COMPOSITE STRENGTHENING; CUT-OUT; EXISTING REINFORCED CONCRETE; EXTERNALLY BONDED; FIELD TEST; FIELD TESTING; FLEXURAL CAPACITY; FLEXURE; LOAD CARRYING CAPACITIES; NEAR SURFACE MOUNTED; OPENINGS; RC BUILDINGS; RC SLAB; REINFORCING STEELS; SLABS; STRENGTHENING TECHNIQUE;

ANCHORS; CARBON FIBERS; CONCRETE BUILDINGS; CONCRETE TESTING; REINFORCED CONCRETE; RESTORATION; STEEL TESTING;

STRENGTHENING (METAL);

EID: 84862957384     PISSN: 10900268     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)CC.1943-5614.0000232     Document Type: Article

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