Buckling of GFRP columns: An empirical approach to design

Journal of Composites for Construction

Volumn 10, Issue 6, 2006, Pages 529-537

  Puente, I ^a   Insausti, A ^a   Azkune, M ^a  

^a TECNUN UNIVERSITY OF NAVARRA   (Spain)

Author keywords

Buckling; Columns; Experimental data; Glass reinforced plastics; Pultrusion; Structural design

Indexed keywords

BENDING STRENGTH; BUCKLING; FIBER REINFORCED MATERIALS; NATURAL FREQUENCIES; PULTRUSION; STRUCTURAL DESIGN;

BARBERO AND TOMBLIN'S METHOD; CLOSED SECTION COLUMNS; MAQUOI AND RONDAL'S FORMULATION;

ARCHITECTURAL DESIGN;

EID: 33751258855     PISSN: 10900268     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0268(2006)10:6(529)     Document Type: Article

References (18)

1. Bank, L. C., and Yin, J. (1999). " Failure of web-flange junction in postbuckled pultruded I-beams.. " J. Compos. Constr., 3 (4), 177-184.
2. Barbero, E. J., and De Vivo, L. (1999). " Beam-column design equations for wide-flange pultruded structural shapes.. " J. Compos. Constr., 3 (4), 185-191.
3. Barbero, E. J., Dede, E. K., and Jones, S. (2000). " Experimental verification of buckling-mode interaction in intermediate-length composite columns.. " Int. J. Solids Struct., 37 (29), 3919-3934.
4. Barbero, E. J., Makkapati, S., and Tomblin, J. S. (1999). " Experimental determination of compressive strength of pultruded structural shapes.. " Compos. Sci. Technol., 59 (13), 2047-2054.
5. Barbero, E. J., and Raftoyiannis, I. G. (1993). " Local buckling of FRP beams and columns.. " J. Mater. Civ. Eng., 5 (3), 339-355.
6. Barbero, E. J., and Tomblin, J. (1994). " A phenomenological design equation for FRP columns with interaction between local and global buckling.. " Thin-Walled Struct., 18 (2), 117-131.
7. Barbero, E. J., and Trovillion, J. (1998). " Prediction and measurement of the postcritical behavior of fiber-reinforced composite columns.. " Compos. Sci. Technol., 58 (8), 1335-1341.
8. Barbero, E. J., and Turk, M. (2000). " Experimental investigation of beam-column behaviour of pultruded structural shapes.. " J. Reinf. Plast. Compos., 19 (2), 249-265.
9. Dutheil, J. (1966). " Verifica delle aste compresse: Principi fondamentali.. " Construzioni Metalliche, 18 (4), 266-275.
10. European Committee for Standardization (ECS). (1993). " Eurocode 5: Design of timber structures.. " ENV 1995-1-1, Brussels, Part 5.1.10.
11. European Committee for Standardization (ECS). (2003). " Eurocode 3: Design of steel structures.. " Brussels, Part 6.3.2.2.
12. Hashem, Z. A., and Yuan, R. L. (2001). " Short versus long column behavior of pultruded glass-fiber reinforced polymer composites.. " Constr. Build. Mater., 15, 369-378.
13. Maquoi, R., and Rondal, J. (1978). " Mise en ́quation des nouvelles courbes euroṕenes de flambement.. " Construct. Ḿtalli., 1, 17-30.
14. Mottram, J. T. (2004). " Determination of critical load for flange buckling in concentrically loaded pultruded columns.. " Composites, Part B, 35, 35-47.
15. Pecce, M., and Cosenza, E. (2000). " Local buckling curves for the design of FRP profiles.. " Thin-Walled Struct., 37 (3), 207-222.
16. Singiresu, S. R. (1995). Mechanical vibrations, Addison-Wesley, Reading, Mass.
17. Zahn, J. J. (1992). " Re-examination of Ylinen and other column equations.. " J. Struct. Eng., 118 (10), 2716-2728.
18. Zureick, A., and Scott, D. (1997). " Short-term behavior and design of fiber-reinforced polymeric slender members under axial compression.. " J. Compos. Constr., 1 (4), 140-149.