Post-cracking strength and ductility of glass-GFRP composite beams

Composite Structures

Volumn 93, Issue 9, 2011, Pages 2299-2309

  Correia, João R ^a   Valarinho, Luís ^a   Branco, Fernando A ^a  

^a INSTITUTO SUPERIOR TÉCNICO   (Portugal)

Author keywords

Composite beams; Ductility; GFRP; Glass; Residual post cracking strength

Indexed keywords

ADHESIVES; COLUMNS (STRUCTURAL); COMPOSITE BEAMS AND GIRDERS; CRACKS; DUCTILITY; FIBER REINFORCED PLASTICS; FINITE ELEMENT METHOD; LAMINATED COMPOSITES; TENSILE TESTING;

COMPOSITE BEAM; CRACKING STRENGTH; DEFORMATION CAPACITY; GFRP; GLASS FIBRE REINFORCED POLYMERS; NUMERICAL INVESTIGATIONS; STRUCTURAL BEHAVIOUR; STRUCTURAL SOLUTIONS;

GLASS;

EID: 80052278354     PISSN: 02638223     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compstruct.2011.03.018     Document Type: Article

References (21)

1. Haldimann M, Luible A, Overend M. Structural use of glass, structural engineering documents 10, IABSE, Zurich; 2008.
2. Valarinho L. Construction in structural glass: behaviour of glass-GFRP hybrid beams. Master Thesis in Civil Engineering, IST-UTL; 2010.
3. Kreher K, Natterer J. Timber-glass composite girders for a hotel in Switzerland. Struct Eng Int 2004;14(2):149-51.
4. Freytag B. Glass-concrete composite technology. Struct Eng Int 2004;14(2):111-7.
5. Louter PC. Adhesively bonded reinforced glass beams. Heron 2007;52:31-58.
6. Ølgard AB, Nielsen JH, Olesen JF. Design of mechanically reinforced glass beams: modelling and experiments. Struct Eng Int 2009;19(2):130-6.
7. Cruz PJS, Pequeno JM. Structural timber-glass linear system: characterization & architectural potentialities. In: Proceedings of glass performance days 2009, Tampere, Finland; 2009.
8. Veer F, Gross S, Hobbleman GJ, Vredeling M, Janssen MJHC, van den Berg R, et al. Spanning structures in glass. In: Proceedings of glass processing day 2003, Tampere, Finland; 2003.
9. Bos FP, Veer F, Hobbleman GJ, Louter PC. Stainless steel reinforced and posttensioned glass beams. In: Proceedings of 12th international conference on experimental mechanics, Bari, Italy; 2004.
10. Louter PC, Belis J, Bos FP, Veer F, Hobbleman G. Reinforced glass cantilever beams. In: Proceedings of glass processing days 2005, Tampere, Finland; 2005.
11. Louter PC, Veer F, Hobbleman G. Reinforcing glass, effects of reinforcement geometry and bonding technology. In: Proceedings of glass performance Days 2007, Tampere, Finland; 2007.
12. Keller T, de Castro H, Schollmayer M. Adhesively bonded and translucent glass fiber reinforced polymer sandwich girders. J Compos Constr 2004;8(5):461-70.
13. European Committee for Standardization. EN 1288-1 glass in building - determination of the bending strength of glass - part 1: fundamentals of testing glass; part 3: test with specimen supported at two points (four point bending). CEN, Brussels; 2000.
14. Correia JR. GFRP pultruded profiles in civil engineering: hybrid solutions, bonded connections and fire behaviour. PhD Thesis in Civil Engineering, ISTUTL; 2008.
15. Correia JR, Branco FA, Silva NMF, Camotim D, Silvestre N. First-order, buckling and post-buckling behaviour of GFRP pultruded beams - part 1: experimental study. Comput Struct, accepted for publication.
16. International Organization for Standardization. ISO 527 plastics - determination of the tensile properties - part 1: general principles. ISO, Genève; 1993.
17. International Organization for Standardization. ISO 527 plastics - determination of the tensile properties - part 4: test conditions for isotropic and orthotropic fibre-reinforced plastic composites. ISO, Genève; 1997.
18. DELO, Technical information of delo-photobond 4468 adhesive; 2009
19. American Society for Testing and Materials. ASTM D 5573 standard practice for classifying failure modes in fiber-reinforced plastic joints. ASTM, West Conshohocken, PA; 1999.
20. Ansys® Academic Research, Release 11.0.
21. Veer F, Zuidema J, Bos FP. The strength and failure of glass in bending. In: Proceedings of glass processing days 2005, Tampere, Finland; 2005.