Structural behavior of hybrid FRP composite I-beam

[1]  M. G. Bader,et al.  The strength of hybrid glass/carbon fibre composites , 1981 .

[2]  Nobuhiko Kitayama,et al.  Design, fabrication and erection of the pedestrian bridge in the road-park of Ikei-Tairagawa in Okinawa , 2003 .

[3]  Ying Shan,et al.  Environmental fatigue behavior and life prediction of unidirectional glass–carbon/epoxy hybrid composites , 2001 .

[4]  A. Machida,et al.  Fiber-Reinforced Polymer Composites for Construction—State-of-the-Art Review , 2002 .

[5]  Michael D. Gilchrist,et al.  Mechanical performance of carbon-fibre- and glass-fibre-reinforced epoxy I-beams: I. Mechanical behaviour , 1996 .

[6]  M. G. Bader,et al.  The strength of hybrid glass/carbon fibre composites , 1981 .

[7]  J. Lesko,et al.  Measurement of the Timoshenko Shear Stiffness. I: Effect of Warping , 2007 .

[8]  T. Keller USE OF FIBRE REINFORCED POLYMERS IN BRIDGE CONSTRUCTION , 2003 .

[9]  Tsu-Wei Chou,et al.  Mechanical Properties of Composites , 1980 .

[10]  B. Harris,et al.  Compression strength of hybrid fibre-reinforced plastics , 1981 .

[11]  S. Khatri,et al.  Thick-section AS4-graphite/E-glass/PPS hybrid composites: Part II. Flexural response , 1996 .

[12]  J. Summerscales,et al.  Carbon fibre and glass fibre hybrid reinforced plastics , 1978 .

[13]  S. Khatri,et al.  Thick-section AS4-graphite/E-glass/PPS hybrid composites: Part I. Tensile behavior , 1996 .

[14]  J. T. Mottram,et al.  Lateral-torsional buckling of a pultruded I-beam , 1992 .

[15]  R. Gibson Principles of Composite Material Mechanics , 1994 .

[16]  C. Zweben Tensile strength of hybrid composites , 1977 .

[17]  H. Fukuda An advanced theory of the strength of hybrid composites , 1984 .

[18]  Lawrence C. Bank,et al.  Local buckling of pultruded beams — nonlinearity, anisotropy and inhomogeneity , 1995 .