Twelve square concrete slabs of 5 ft x 5 ft clear span and fully restrained at the four boundaries were tested to failure. They had a uniform average total thickness of 2 in and measured 7 ft x 7 ft in overall dimensions. The controlling variable parameter was the variation of the grid reinforcement spacing in the two orthogonal directions, from 8 in. to 3 in., the fiberglass reinforcement area varying from 9.974 sq in./ft to 0.196 sq in./ft in each direction and a reinforcement prescentage of 0.290% to 0.769%. In addition, 14 simply supported and two double-span continuous beams were also investigated. They were 5 in. wide and 12 in. deep, with a nominal effective depth of 11.25 in. and center line span of 10 ft 0 in. Analytical expressions were developed for evaluation of crack width, deflection, and limit capacity at failure. /Author/

  • Corporate Authors:

    American Society of Civil Engineers

    345 East 47th Street
    New York, NY  United States  10017-2398
  • Authors:
    • Nawy, E G
    • Neuwerth, G E
  • Publication Date: 1977-2

Media Info

  • Features: Appendices; Figures; References; Tables;
  • Pagination: p. 421-440
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00165379
  • Record Type: Publication
  • Report/Paper Numbers: ASCE 12762 Proceeding
  • Files: TRIS
  • Created Date: Mar 7 1978 12:00AM