PRESTRESSED WAFFLE SLAB BRIDGES

Design engineers intuitively regard the two-way structural system of a waffle slab to be incompatible with the one-way load-transferring action of a bridge. However, in relatively wide bridges on isolated supports, and in skew bridges, large twisting and transverse moments are present. In this paper it is shown that a waffle slab bridge through its geometry of cross section can provide efficiently the required resistance moments in two orthogonal directions. Results from a feasibility study indicate that a waffle slab bridge (a) has the potential of being a more economical alternative to solid-slab and slab-on-girder bridges; and (b) provides excellent access to prestressing cables for both inspection and maintenance purposes. Tools for design and analysis of waffle slab bridges for both serviceability and ultimate limit states are presented.

Media Info

  • Media Type: Print
  • Features: Appendices; Figures; References; Tables;
  • Pagination: pp 29-38
  • Monograph Title: Bridge needs, design, and performance
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00468601
  • Record Type: Publication
  • Files: TRIS, TRB
  • Created Date: May 31 1988 12:00AM