Closed-form equations for flange force and maximum deflection of box-beams of fiber reinforced polymer with partial shear interaction between webs and flanges

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Evernden, M. C.; Mottram, J. Toby;

Presented in the paper is the formulation of a governing second-order differential equation for the moment distribution along the length of a beam having two interfaces with partial shear interaction where two flange and two web components join to form the box shaped se... View more
  • References (2)

    Johnson, R. P. (2004), Composite structures of steel and concrete: Beams, slabs, columns, and frames for buildings, Blackwell Publications, Malden, MA.

    Lee, Y. J., Boothby, T. E. and Nanni, A. (1999). Slip modulus of FRP sheets bonded to concrete, ACI Structural Journal, 2 95, 142-152.

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