Field performance of an FRP slab bridge

Composite Structures

Volumn 72, Issue 4, 2006, Pages 494-502

  Alampalli, Sreenivas ^a  

^a New York State Department of Transportation   (United States)

Author keywords

Bridge monitoring; Composite bridge superstructures; Fiber reinforced polymer bridges

Indexed keywords

BRIDGE DECKS; DAMPING; DEFLECTION (STRUCTURES); DELAMINATION; DURABILITY; FIBER REINFORCED MATERIALS; MONITORING; OPTIMIZATION; STRAIN; VIBRATIONS (MECHANICAL);

BRIDGE MONITORING; COMPOSITE BRIDGE SUPERSTRUCTURES; FIBER REINFORCED POLYMER BRIDGE; IMPACT FACTOR;

COMPOSITE BRIDGES;

BRIDGE; FIBER REINFORCED COMPOSITE;

EID: 30744452458     PISSN: 02638223     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compstruct.2005.01.017     Document Type: Article

References (6)

1. S. Alampalli J. O'Connor A. Yannotti Fiber reinforced polymer composites for the superstructure of a short-span rural bridge Compos Struct 58 2002 21-27
2. Standard specifications for highway bridges 15th ed 1994 American Association for Highway and Transportation Officials Washington, DC
3. Level 1 load rating-BIN 104315022. Report submitted to New York State Department of Transportation by Wagh Engineers, P.C., January 1999.
4. Lichtenstein AG. Bridge rating through nondestructive load testing. Technical Report, NCHRP Project 12-28 (13)A, June 1993.
5. Alampalli S, Schongar G, Greenberg H. In-service performance of an FRP superstructure. Special Report 141, Transportation Research and Development Bureau, New York State Department of Transportation, May 2004.
6. D.J. Ewins Modal testing: Theory and practice 1984 John Wiley New York