Behaviour of beams strengthened with FRP and steel plates

Structures - A Structural Engineering Odyssey, Structures 2001 - Proceedings of the 2001 Structures Congress and Exposition

Volumn 109, Issue , 2004, Pages

  Zarnic, Roko ^a   Bosiljkov, Vlatko ^b  

^a UNIVERSITY OF LJUBLJANA   (Slovenia)

^b Slovenian National Building and Civil Engineeering ^*  (Slovenia)

Author keywords

Beams; Fiber reinforced materials; Steel plates

Indexed keywords

BEAMS; CARBON FIBRES; DESIGN PRACTICE; EXTERNALLY BONDED; FAILURE LIMIT; FAILURE MECHANISM; FEM MODELS; FIBER REINFORCED; FURTHER DEVELOPMENT; REINFORCED BEAMS; STEEL PLATES; STRENGTHENED BEAMS;

ASPECT RATIO; CARBON FIBERS; PLATES (STRUCTURAL COMPONENTS); QUALITY ASSURANCE; SYSTEMS ANALYSIS;

FIBER REINFORCED MATERIALS;

EID: 78650494606     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40558(2001)160     Document Type: Conference Paper

References (6)

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2. ŽARNIĆ, R and TERČELJ, S. Testing of reinforced concrete bridge deck after strengthening by externally bonded steel plates, Informacije ZRMK 238, Gradbeni vestnik 6, 1982, Ljubljana, Slovenia (in Slovenian) pp 1-4.
3. RITCHIE, P A, THOMAS, D A, LU, L W and CONNELLY G M. External reinforcement of concrete beams using fibre reinforced plastics. ACI Structural Journal, V. 88, No 4, July-August 1991, pp 490-499.
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6. PANDE, G.N., MIDDLETON, J., LEE, J.S. & KRALJ, B., Numerical simulation of cracking and collapse of masonry panels subject to lateral loading, Proc. 10th International Brick and Block Masonry Conference, Calgary, Canada, 1994