Fatigue Behavior of FRP-Reinforced Douglas-Fir Glued Laminated Bridge Girders
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[1] W C Lewis,et al. FATIGUE RESISTANCE OF QUARTER-SCALE BRIDGE STRINGERS IN FLEXURE AND SHEAR , 1962 .
[2] F LindybergR,et al. West Seboeis Stream FRP-Glulam Highway Bridge. , 1999 .
[3] William G. Davids. Nonlinear Analysis of FRP-Glulam-Concrete Beams with Partial Composite Action , 2001 .
[4] Krishan K. Chawla,et al. Composite Materials: Science and Engineering , 1987 .
[5] J. J. Dagher,et al. Composites Enhance Timber Bridges , 2001 .
[6] Martin P. Ansell,et al. The fatigue properties of wood in flexure , 1990 .
[7] R. Ross,et al. Energy Criterion for Fatigue Strength of Wood Structural Members , 1996 .
[8] Du Chen,et al. ANALYSIS OF ADHESIVE-BONDED JOINTS WITH NONIDENTICAL ADHERENDS , 1991 .
[9] Lars Pilegaard Hansen. Experimental Investigation of Fatigue Properties of Laminated Wood Beams , 1991 .
[10] Jozsef Bodig,et al. Mechanics of Wood and Wood Composites , 1982 .
[11] C. Vick,et al. Structurally durable epoxy bonds to aircraft woods , 1997 .
[12] R. Lopez-Anido,et al. Experimental characterization of FRP composite-wood pile structural response by bending tests , 2003 .
[13] Wayne C. Lewis. Design Considerations for Fatigue in Timber Structures , 1960 .
[14] S. Shaler,et al. EFFECT OF FRP REINFORCEMENT ON LOW GRADE EASTERN HEMLOCK GLULAMS , 1996 .
[15] W. Paepegem,et al. Tensile and compressive damage coupling for fully‐reversed bending fatigue of fibre‐reinforced composites , 2002 .
[16] Abdeldjelil Belarbi,et al. Performance of CFRP Strengthened Reinforced Concrete ( RC ) Beams in the presence of delaminations and Lap Splices under Fatigue Loading , 2001 .
[17] B. Solberg,et al. Greenhouse gas emissions, life-cycle inventory and cost-efficiency of using laminated wood instead of steel construction. , 2002 .
[18] John F. Siau,et al. Wood--influence of moisture on physical properties , 1995 .
[19] Ralph W King,et al. 2 – DESIGN, CONSTRUCTION, INSPECTION AND MAINTENANCE , 1979 .
[20] Roberto Lopez-Anido,et al. Structural Characterization of Hybrid Fiber-Reinforced Polymer-Glulam Panels for Bridge Decks , 2002 .
[21] T. Triantafillou,et al. FRP-REINFORCED WOOD AS STRUCTURAL MATERIAL , 1992 .
[22] Toshio Nakamura,et al. Transient hygrothermal stresses in fiber reinforced composites: a heterogeneous characterization approach , 2003 .
[23] G. Scurfield,et al. Failure of wood under load applied parallel to grain: A study using scanning electron microscopy , 1971 .
[24] H. Blass,et al. Design model for FRP reinforced glulam beams , 2001 .
[25] N. Singh,et al. Effect of stress ratio and frequency on fatigue crack growth rate of 2618 aluminium alloy silicon carbide metal matrix composite , 2001 .
[26] P. Hoffmeyer. Non-linear creep caused by slip plane formation , 1993, Wood Science and Technology.
[27] B W Dickson,et al. ENGINEERED WOOD PRODUCTS FOR TRANSPORTATION STRUCTURES - AN OVERVIEW OF OBSTACLES AND OPPORTUNITIES , 1996 .
[28] Donald E. Breyer. Design of wood structures , 1980 .
[29] I. Smith,et al. Failure of softwood under static compression parallel to grain. , 2000 .
[30] Erik Serrano,et al. Numerical investigations of the laminating effect in laminated beams , 1999 .
[31] J. Puckett,et al. INITIAL TESTS OF KEVLAR PRESTRESSED TIMBER BEAMS , 1996 .
[32] Habib J. Dagher,et al. Development of AASHTO Specifications for FRP-Reinforced Glulam Beams , 2003 .
[33] A. W. Christiansen,et al. Improvements to hydroxymethylated resorcinol coupling agent for durable bonding to wood , 2003 .
[34] Robert H. Falk,et al. Laminating Effects in Glued-Laminated Timber Beams , 1995 .
[35] M. E. Martínez,et al. Statistical design and orthogonal polynomial model to estimate the tensile fatigue strength of wooden finger joints , 2003 .
[36] B. Goodell,et al. Effects of wood-preservative treatments on mechanical properties of E-glass/ phenolic pultruded composite reinforcement for wood , 2002 .
[37] Michael A. Ritter,et al. Timber Bridges: Design, Construction, Inspection, and Maintenance , 1990 .
[38] T. Toratti. Creep of Timber Beams in a Variable Environment , 1992 .
[39] B. Goodell,et al. Bond durability characterization of preservative treated wood and E-glass/phenolic composite interfaces , 2003 .
[40] E. L. Schaffer,et al. Reaction Rate Model for the Fatigue Strength of Wood , 1994 .
[41] Christopher P. Garnache. Preliminary Investigation on the Durability of FRP Reinforced Glulam Bridge Girders , 2001 .
[42] T. Triantafillou,et al. Prestressed FRP Sheets as External Reinforcement of Wood Members , 1992 .
[43] William N. Sharpe,et al. Fracture strength of polysilicon at stress concentrations , 2003 .