Double-Layer Prefabricated FRP Grids for Rapid Bridge Deck Construction: Case Study

Author:

Bank Lawrence C.12134,Oliva Michael G.12134,Russell Jeffrey S.12134,Jacobson David A.12134,Conachen Mack12134,Nelson Bruce12134,McMonigal Dennis12134

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin, Madison, WI 53706.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin, Madison, WI 53706.

3. Design Engineer, Structural Division, KPFF Consulting Engineers, 6080 Center Dr., Suite 300, Los Angeles, CA 90045; formerly, Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin, Madison, WI 53706.

4. Design Engineer, HDR, 251 South Lake Ave., Suite 1000, Pasadena, CA 91101-3020; formerly, Research Assistant, Dept. of Civil andEnvironmental Engineering, Univ. of Wisconsin, Madison, WI 53706.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Reference15 articles.

1. AASHTO. (2002). “Standard specifications for highway bridges.” 17th Ed. Washington D.C.

2. American Concrete Institute (ACI). (2003). “Guide for the design and construction of concrete reinforced with FRP bars.” 440.1R-03 Farmington Hills Mich.

3. Anderson G. R. Bank L. C. and Munley E. (1994). “Durability of concrete reinforced with pultruded fiber reinforced plastic grid.” Proc. 49th Annual SPI Conf. Composites Institute Society for the Plastics Industry Cincinnati 1–7.

4. Bank L. C. and Xi Z. (1993a). “Pultruded FRP grid as a reinforcement for concrete.” Proc. 48th Annual SPI Conf. Composites Institute Society for the Plastics Industry Cincinnati 1–6.

5. Bank L. C. and Xi Z. (1993b). “Pultruded FRP grid reinforced concrete slabs.” Int. Symp. on Fiber-Reinforced-Plastic for Concrete Structures A. Nanni and C. W. Dolan eds. American Concrete Institute Farmington Hills Mich. 561–583.

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