FRP-wood-concrete composite bridge girders

Structures Congress 2000: Advanced Technology in Structural Engineering

Volumn 103, Issue , 2004, Pages

  Brody, John ^a   Richard, Annette ^a   Sebesta, Kenneth ^a   Wallace, Kenneth ^a   Hong, Yong ^a   Anido, Roberto Lopez ^a   Davids, William ^a   Landis, Eric ^a  

^a UNIVERSITY OF MAINE   (United States)

Author keywords

Bridges, wooden; Concrete; Fiber reinforced plastics; Girders; Timber construction

Indexed keywords

BRIDGE GIRDER; BRIDGES, WOODEN; COMPOSITE BEAM; COMPOSITE CONCRETES; COMPRESSION ZONES; DEAD LOADS; E-GLASS; E-GLASS FIBER REINFORCED COMPOSITES; ELASTIC RANGES; EXPERIMENTAL PROGRAM; FIRST-ORDER SHEAR DEFORMATION THEORY; FRP REINFORCEMENT; GLULAM BEAMS; LAMINATED BEAMS; LOAD DEFLECTION; LOW GRADE; MATERIAL PROPERTY; MOMENT CURVATURE ANALYSIS; NEW ENGLAND; NON-LINEAR MODEL; PHENOLIC ADHESIVES; PILOT STUDIES; SHEAR FAILURE; SHEAR REINFORCEMENT; STRENGTH GAIN; THREE POINT BENDING; TIMBER BRIDGE; TIMBER CONSTRUCTION; WOOD BEAMS; WOOD-CONCRETE;

BRIDGES; COMPOSITE BEAMS AND GIRDERS; CONCRETE BEAMS AND GIRDERS; CONCRETE BLOCKS; CONCRETE SLABS; ELASTOMERS; FAILURE ANALYSIS; FIBER REINFORCED PLASTICS; GLASS FIBERS; PHENOLS; PLASTICITY; POLYESTERS; REINFORCED PLASTICS; REINFORCEMENT; SAFETY ENGINEERING; SHEAR DEFORMATION; STIFFNESS; STRUCTURAL DESIGN; TIMBER; WOODEN BEAMS AND GIRDERS;

WOODEN CONSTRUCTION;

EID: 74949104285     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40492(2000)189     Document Type: Conference Paper

References (9)

1. Ahmadi, B.H. and Saka, M.P. (1993). "Behavior of Composite Timber-Concrete Floors." Journal of Structural Engineering, 119(10):3111-3130.
2. Dagher, H.J., T.E. Kimball and S.M. Shaler. (1996). Effect of FRP reinforcement on low grade Eastern Hemlock glulams. Proceedings - National Conference on Wood Transportation Structures. Madison, Wisconsin, October 23-25, 1996.
3. Dagher, H.J., Lindyberg, R.F., Abdel-Magid, B. and Shaler, S. (1998). Static bending test results of Douglas-fir and Western hemlock FRP-reinforced glulam beams. AEWC Report No. 98-104, University of Maine, Orono, ME.
4. st RILEM Symposium on Timber Engineering, Stockholm, Sweden, pp. 581-590.
5. Foster, B. (1998). "Flexural Repair and Strengthening of Timber Beams Using Fiber Reinforced Polymers," M.S. Thesis, Dept. of Civil and Environmental Engineering, University of Maine, Orono, ME.
6. Kimball, T. (1995). Feasibility of glulam beams reinforced with FRP sheets. M.S. Thesis, Dept. of Civil and Environmental Engineering, University of Maine, Orono, ME.
7. MacGregor, J.G. (1992). Reinforced Concrete: Mechanics and Design. Prentice Hall, Englewood Cliffs, N.J.
8. st RILEM Symposium on Timber Engineering, , Stockholm, Sweden, pp. 571-580.
9. Lindyberg, R. (1999). "A Nonlinear Stochastic Analysis of Reinforcement Glulam Beams in Bending," Doctoral Thesis, Dept. of Civil and Environmental Engineering, University of Maine, Orono, ME.