Development of FRP Short-Span Deployable Bridge—Experimental Results

For military and civilian applications, there exists a need for lightweight, inexpensive, short-span bridges that can be easily transported and erected with minimal equipment. Owing to its favorable properties, fiber-reinforced polymer (FRP) has been shown to be feasible for the construction of such bridges. Investigations into the behavior of a short-span bridge structural concept, adapted to the material properties of commercially available glass FRP (GFRP) pultruded products, are presented. A $4.8\text{-}\mathrm{m}$ span prototype was built from GFRP sections, bonded throughout to form a tapered box beam, with a width of $1.2\mathrm{m}$ and a height at midspan of approximately $0.5\mathrm{m}$ . The box beam represents a single trackway of a double-trackway bridge, whose trackways could be connected by light structural elements. The quasi-static and dynamic behavior of the prototype box beam was investigated in ambient laboratory and field conditions to assess the design and construction techniques used, with a view to designing a full-scale $10\text{-}\mathrm{m}$ GFRP bridge. Laboratory testing of the prototype box beam used single and pairs of patch loads to simulate wheel loading. These tests confirmed that the box beam had sufficient stiffness and strength to function effectively as a single trackway of a small span bridge. Field testing of the structure was undertaken using a Bison vehicle $\left(\mathrm{13,000}\mathrm{kg}\right)$ , driven at varying speeds over the structure to establish its response to realistic vehicle loads and the effects of their movement across the span.