Simplified analysis of FRP box-girders

Composite Structures

Volumn 59, Issue 2, 2003, Pages 217-225

  Upadyay, A ^a   Kalyanaraman, V ^b  

^a INDIAN INSTITUTE OF TECHNOLOGY ROORKEE   (India)

^b INDIAN INSTITUTE OF TECHNOLOGY MADRAS   (India)

Author keywords

Box girders; Buckling; Distorsion; Fibre composite; Shear lag; Simplified analysis; Stiffened panel

Indexed keywords

BENDING (DEFORMATION); FINITE ELEMENT METHOD; FLANGES; SHEAR STRESS; STRUCTURAL PANELS; TORSIONAL STRESS;

OPTIMUM DESIGNS;

BEAMS AND GIRDERS;

BENDING; BUCKLING; FIBER REINFORCED COMPOSITE; SOFTWARE; STRESS;

EID: 0037290994     PISSN: 02638223     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0263-8223(02)00195-2     Document Type: Article

References (16)

1. Long-term static testing of an FRP prototype highway structure
2. Analysis and design methodology for an FRP cable stayed pedestrian bridge
3. Design procedures for fibre composite box-beams
4. Theoretical and experimental evaluations of FRP components and systems
5. Shear-lag effect in CFRP I-beams under three-point bending
6. Non-classical behaviour of thin walled composite beams with closed cross sections
7. Simplified theory for composite thin-walled beams
8. The prediction of the shear lag effect in box-girders
9. BEF analogy for analysis of box-girders
10. Design of stiffened compression flanges in box and plate girders
11. Shear-lag in steel box-girder bridges