Development of design rules for retrofitting by adhesive bonding or bolting either FRP or steel plates to RC beams or slabs in bridges and buildings

Composites - Part A: Applied Science and Manufacturing

Volumn 32, Issue 9, 2001, Pages 1345-1355

  Oehlers, Deric J ^a  

^a UNIVERSITY OF ADELAIDE   (Australia)

Author keywords

A. plates; B. debonding; B. fracture; FRP

Indexed keywords

BEAMS AND GIRDERS; BONDING; FAILURE ANALYSIS; PLATES (STRUCTURAL COMPONENTS); PLATING; RETROFITTING;

REINFORCED CONCRETE STRUCTURES;

REINFORCED CONCRETE;

EID: 0035447864     PISSN: 1359835X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S1359-835X(01)00089-6     Document Type: Article

References (10)

1. Transverse and longitudinal partial interaction in composite bolted side-plated reinforced-concrete beams
2. Local buckling of side-plated reinforced concrete beams. Part 1: Theoretical study
3. Models for the flexural peeling of angle plates glued to R.C. beams
4. Upgrading continuous reinforced concrete beams by gluing steel plates to their tension faces
5. Diagonal cracking and shear strength of reinforced concrete beams
6. Defining anchor lengths of steel and CFRP plates bonded to concrete