Fiber reinforced polymer composite-wood pile interface characterization by push-out tests

Journal of Composites for Construction

Volumn 8, Issue 4, 2004, Pages 360-368

  Lopez Anido, Roberto ^a   Michael, Antonis P ^b   Sandford, Thomas C ^a  

^a The University of Maine   (United States)

^b UNIVERSITY OF FLORIDA   (United States)

Author keywords

Composite materials; Fiber reinforced plastics; Interfaces; Piles; Shear; Wood

Indexed keywords

COMPOSITE BEAMS; FRICTIONAL COATINGS; SHEAR FORCE TRANSFER; WATERFRONT STRUCTURES;

CHARACTERIZATION; INTERFACES (MATERIALS); MATHEMATICAL MODELS; PILES; POLYURETHANES; SHEAR STRENGTH; SHELLS (STRUCTURES); SYNTHESIS (CHEMICAL); WOOD;

FIBER REINFORCED PLASTICS;

INTERFACES; PILE SURFACES; POLYURETHANES; REINFORCED PLASTIC; SHELLS; SYNTHESIS; WOOD;

EID: 12744256453     PISSN: 10900268     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0268(2004)8:4(360)     Document Type: Article

References (29)

1. Arroyo, M. R., and Francois, J. J. (1996). "New shear stud connector proposal." 1996, Composite construction in steel and concrete III, Proc., Engineering Foundation Conf., ASCE, Reston, Va., 298-311.
2. American Society for Testing and Materials (ASTM). (1999). "D25-91 standard specification for round timber piles." West Conshohocken, Pa.
3. British Standards Institution. (1979). "Steel, concrete and composite bridges: Design of composite bridges." BS 5400, Part 5.
4. Brody, J., Richard, A., Sebesta, K., Wallace, K., Hong, Y., Lopez-Anido, R., Davids, W., and Landis, E. (2000). "FRP-wood-concrete composite bridge girders." Structures Congress 2000, Advanced Technology in Structural Engineering, ASCE, Reston, Va.
5. Dow. (1999). "Derakane epoxy vinyl ester resins/chemical resistance and engineering guide." Dow Chemical, Midland, Mich.
6. European Committee for Standardization (CEN). (1997). "Eurocode 4: Design of composite steel and concrete structures. Part 2. Composite bridges." Brussels, Belgium.
7. Five Star. (2001). "Structural concrete underwater PG (pump grade underwater repair)." Five Star Products, Inc., Fairfield, Conn.
8. Herzog, B., Goodell, B., Lopez-Anido, R., Muszynski, L., Gardner, D., Halteman, W., and Qian, Y. (2003). "The effect of creosote and copper naphthanate preservative systems on the adhesive bondlines of FRP/glulam composite beams." Forest Prod. J., in press.
9. Instron. (1998). "Instron fast track 8802 materials test control system." M21-10006-EN, Instron, Canton, Mass.
10. Karbhari, V. (2001). "HITEC evaluation plan for FRP composite bridge decks." Civil Engineering Research Foundation, Washington, D.C.
11. Lawson, M. R. (1996). "Shear connection in composite beams -Influence of steel deck shape." 1996, Composite construction in steel and concrete III, Proc. Engineering Foundation Conf., ASCE, Reston, Va., 312-324.
12. Lopez-Anido, R., Michael, A. P., and Sandford, T. C. (2003). "Experimental characterization of FRP composite-wood pile structural response by bending tests." Mar. Struct., 16(4), 257-274.
13. Lopez-Anido, R., Michael, A. P., and Sandford, T. C. (2004a). "Freezethaw resistance of FRP composite adhesive bonds with underwater curing epoxy." J. Mater. Civ. Eng., 16(3), 283-286.
14. Lopez-Anido, R., Falker, E., Mittelstadt, B., and Troutman, D. (1999). "Shear tests of FRP pultruded beam-to-column connection with clip angles." Materials and Construction: Exploring the Connection, ASCE, Reston, Va., 92-99.
15. Lopez-Anido, R., Michael, A. P., Goodell, B., and Sandford, T. C. (2004b). "Assessment of wood pile deterioration due to marine organisms." J. Waterw., Port, Coastal, Ocean Eng., 130(2), 70-76.
16. Lopez-Anido, R., Michael, A. P., Sandford, T. C., and Goodell, B. (2004c). "Repair of wood piles with prefabricated FRP composite shells." J. Perform. Constr. Facil., in press.
17. Measurements Group. (1997). "Strain gauge applications with M-Bond AE-10 adhesive system." Measurements Group, Inc., Raleigh, N.C.
18. Menzies, J. B. (1971). "CP 117 and shear connectors in steel-concrete composite beams made with normal density or lightweight concrete." Struct. Eng., 49, 137-154.
19. National Instruments. (2000). LabView, National Instruments Corp., Austin, Tex.
20. Shim, C. S., Kim, J. H., Chang, S. P., and Chung, C. H. (2000). "The behaviour of shear connections in a composite beam with a full-depth precast slab." Struct. Build., SB140(1), 101-110.
21. Sika, (1998). "SikaFix HH expanding, polyurethane, chemical grout." Sika Corp., Lyndhurst, N.J.
22. Superior Polymer. (2000). "Technical data sheet: Hydrobond 500 under-water epoxy adhesive." Superior Polymer Products, Calumet, Mich.
23. Tascioglu, C., Goodell, B., and Lopez-Anido, R. (2002). "Effects of wood preservative treatments on mechanical properties of E-glass/phenolic pultruded reinforcement for wood." Forest. Prod. J., 52(11/12), 53-61.
24. Tascioglu, C., Goodell, B., and Lopez-Anido, R. (2003a). "Bond durability characterization of preservative treated wood and E-glass/phenolic composite interfaces." Compos. Sci. Technol., 63(7), 979-991.
25. Tascioglu, C., Goodell, B., Lopez-Anido, R., Peterson, M., Halteman, W., and Jellison, J. (2003b). "Monitoring fungal degradation of E-glass/phenolic fiber reinforced polymer (FRP) composites used in wood reinforcement." Int. Biodeterioration Biodegradation, 51(3), 157-165.
26. TPI. (2001). "An overview of the SCRIMP™ technology." TPI Technology, Inc., Warren, R.I.
27. TRANSPO. (2000). "Multiple coat epoxy overlay T-48." Technical data sheet, New Rochelle, N.Y.
28. U.S. Army, U.S. Navy, and U.S. Air Force. (1978). "Chap. 2: Timber structures." Maintenance of Waterfront Facilities, Hyattsville, Md., 2.1-2.14.
29. Veldanda, M. R., and Hosain, M. U. (1992). "Behaviour of perfobond rib shear connectors: Push-out tests." Can. J. Civ. Eng., 19, 1-10.