FIBERGLASS REINFORCED CONCRETE SLABS AND BEAMS
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/
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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
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Serial:
- Journal of the Structural Division
- Volume: 103
- Issue Number: ST2
- Publisher: American Society of Civil Engineers
Subject/Index Terms
- TRT Terms: Beams; Concrete; Cracking; Deflection; Failure; Fiberglass; Material reinforcement; Slabs; Thickness; Width
- Uncontrolled Terms: Concrete beams; Parameters
- Subject Areas: Bridges and other structures; Highways;
Filing Info
- Accession Number: 00165379
- Record Type: Publication
- Report/Paper Numbers: ASCE 12762 Proceeding
- Files: TRIS
- Created Date: Mar 7 1978 12:00AM