National Academies Press: OpenBook

Rotation Limits for Elastomeric Bearings (2008)

Chapter: Bibliography

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Page 51
Suggested Citation:"Bibliography." National Academies of Sciences, Engineering, and Medicine. 2008. Rotation Limits for Elastomeric Bearings. Washington, DC: The National Academies Press. doi: 10.17226/23131.
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Page 51
Page 52
Suggested Citation:"Bibliography." National Academies of Sciences, Engineering, and Medicine. 2008. Rotation Limits for Elastomeric Bearings. Washington, DC: The National Academies Press. doi: 10.17226/23131.
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Page 52

Below is the uncorrected machine-read text of this chapter, intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text of each book. Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages.

50 AASHTO. (1961). Standard Specification for Highway Bridges, 8th Edition. American Association of State Highway Officials, Wash- ington, D.C. AASHTO. (1989). Standard Specification for Highway Bridges, 14th Edi- tion. American Association of State Highway and Transportation Officials, Washington, D.C. AASHTO. (1991). Standard Specification for Highway Bridges, 15th Edi- tion. American Association of State Highway and Transportation Officials, Washington, D.C. AASHTO. (1994). Load and Resistance Factor Design Specification for Highway Bridges, 1st Edition. American Association of State High- way and Transportation Officials, Washington, D.C. AASHTO. (1996). Standard Specification for Highway Bridges, 16th Edi- tion. American Association of State Highway and Transportation Officials, Washington, D.C. AASHTO. (1997). AASHTO M 251-Plain and Laminated Elastomeric Bridge Bearings. American Association of State Highway and Trans- portation Officials, Washington, D.C. AASHTO. (1998). AASHTO LRFD Bridge Construction Specifications. American Association of State Highway and Transportation Officials, Washington, D.C. AASHTO. (2005). AASHTO LRFD Bridge Design Specifications. Amer- ican Association of State Highway and Transportation Officials, 444 N Capitol St. NW, Suite 249, Washington, DC. ASTM D4014. (2003). Plain and steel-laminated elastomeric bearings for bridges. American Society for Testing Materials, Philadelphia, PA. Bradley, G., Taylor., A., and Chang, P. (1997). Testing of rubber isolation bearings. Final Report to the National Institute of Standards and Technology, Gaithersburg, MD. British Standards Institution. (1980). Steel, Concrete and Composite Bridges, BS5400 Parts 1, 2, 4, 5, 6, 7, 8, 10. London, England. Cadwell, S. M., Merrill, R. A., Sloman C. M., and Yost, F. L. (1940). Dynamic fatigue life of rubber. Industrial and Engineering Chem- istry, 12(1), pp. 19–23. Conversy, F. (1967). Appareils d’Appui en Caoutchouc Frette. Annales des Ponts et Chaussees, VI, Nov–Dec. Design of Neoprene Bearing Pads. (1959). E. I. DuPont de Nemours and Company, Wilmington, DE. Design Requirements for Elastomeric Bridge Bearings. (1976). Technical Memorandum No. BE1/76, Highways Directorate, Department of the Environment, Great Britain. EN1337-3. (2006). Structural Bearings—Part 3: Elastomeric Bearings. European Commission for Standardization, Milan, Italy. English, B. A., Klingner, R. E, and Yura, J. A. (1994). Elastomeric Bearings: Background Information and Field Study. Research Report CTR 1304-1, Center for Transportation research, University of Texas at Austin, June. Gent, A. N. (1964). Elastic stability of rubber compression springs. Journal of Mechanical Engineering Science, 6(4), pp. 318–326. Gent, A. N., and Lindley, P. B. (1959a). Internal Rupture Of Bonded Rubber Cylinders In Tension. Royal Society of London, Series A, Vol. 249, pp. 195–205. Gent, A. N., and Lindley, P. B. (1959b). The compression of bonded rubber blocks. Proc. Inst. Mech. Engrs. Vol. 173, pp. 111–222. Gent, A. N., and Meinecke, E. A. (1970). Compression, bending and shear of bonded rubber blocks. Polymer Engineering and Science, 10(1), Jan., pp. 48–53. Gent, A. N., and Lindley, P. B. (1959). Internal rupture of bonded rub- ber cylinders in tension. Royal Society of London Proceedings, Series A., Vol. 249, pp. 195–205. Gent, A. N., and Yeoh, O. H. (2003). Crack growth in twisted rubber disks. Part 3. Effects of crack depth and location,” Rubber Chemistry and Technology, Vol. 76(5), 2003, pp. 1276–1289. Gurtin, M. E. (1981). An introduction to continuum mechanics. Mathematics and Science in Engineering, Vol. 158, Academic Press. Haryngx, J. A. (1948). On Highly Compressible Helical Springs And Rods, and Their Application for Vibration Free Mounting. Phillips Research Reports, Parts I-III, N. V. Phillips, Gloeilampenfabrieken, Eindhoven, Netherlands. Helnwein, P., Huemer, T., and Eberhardsteiner, J. (1998). Numerische Untersuchung betreffend eine neue Probenform zur Untersuchung der Druckabhängigkeit des Reibungsbeiwertes von Gummi (Numer- ical Analysis Regarding a New Test Specimen for the Investigation of the Pressure Dependence of the Friction Coefficient of Rubber). Institute for Strength of Materials, Vienna University of Technol- ogy, technical report, 20 pages, in German. Helnwein, P., Huemer, T., Liu, W. N., Payer, H.-J., Meschke, G., and Mang, H. A. (1998). Numerische Untersuchungen des Traktionsver- haltens von Profilstollen auf schneebedeckten Fahrbahnen (Numer- ical Analyses of the Traction Mechanisms of Tire Tread on Snow- Covered Surfaces). Institute for Strength of Materials, Final Report, Vienna University of Technology, technical report, 80 pages, in German. Helnwein, P., Liu, C. H., Meschke, G., and Mang, H. A. (1993). A new 3d finite element model for cord-reinforced rubber composites— applications to analysis of automobile tires. Finite Elements in Analyses and Design, 14, 1–16. Herrmann, L. R., and Hamidi, R. (1988). Nonlinear Behavior Of Elas- tomeric Bridge Bearings: Volume I—Theory And Application. Final Bibliography

Report of State of California, Dept. of Transportation, Research Technical Agreement 13945-53B273. Herrmann, L. R., Hamidi, R., Shafigh-Nobari, F., and Lim, C. (1988). Nonlinear behavior of elastomeric bearings, I: Theory. ASCE, Journal of Engineering Mechanics, Vol 114, No. 11, pp. 1811–30. Herrmann, L. R., Hamidi, R., Shafigh-Nobari, F., and Ramaswamy, A. (1988). Nonlinear behavior of elastomeric bearings, II: FE analysis and verification. ASCE, Journal of Engineering Mechanics, Vol 114, No. 11, pp. 1831–53. Holownia, B. (1980). The effect of various types of carbon black on elastic constants of elastomers. Plastics and Rubber: Materials and Applications, Aug. pp. 129–132. Huang, E. R. (2003). Disk Bearings. MSCE thesis, University of Wash- ington, Seattle. In preparation. Kuester, Colin M. (2006). Improved Rotational Limits for Elastomeric Bridge Bearings. MSCE thesis, Dept. of Civil Eng., University of Washington, Seattle. Lake, G. J., and Yeoh, O. H. (1980). Measurement of rubber cutting resistance in the absence of friction. Rubber Chemistry and Tech- nology, Vol. 53(1), 1980, pp. 210–227. Lake, G. J., and Yeoh, O. H. (1982). On the strength of vulcanized rub- bers. Deformation, Yield and Fracture of Polymers, International Conference, 1982, pp. 14.1–14.7. Lehman, D. E., Roeder, C. W., and Larson, R. (2003). Cotton Duck Bearing Pads: Engineering Evaluation and Design Recommendations. Final Report to Washington State Department of Transportation, October 2003. Lindley, P. B, and Teo, S. C. (1978). Some numerical stiffnesses of soft elastic blocks bonded to rigid end plates. Plastics and Rubber, Materials Applications, Aug. pp. 113–116. Lindley, P. B. (1979). Compression moduli for blocks of soft elastic ma- terial bonded to rigid end plates. Journal of Strain Analysis, Vol. 14., No. 1, pp. 11–16. Lund, H. H. (2003). Lateral Buckling of Prestressed Concrete Girders Supported on Elastomeric Bearings. MSCE thesis, University of Washington, Seattle. In preparation. Malvern, L. E. (1969). Introduction to the Mechanics of a Continuous Medium. Prentice-Hall, Englewood Cliffs, NJ. Meschke, G., and Helnwein, P. (1994). Large-strain 3D-analysis of fibre-reinforced composites using rebar elements: Hyperelastic formulations for cords. Computational Mechanics, 13, 241–254. MSC.Marc, Volume A: Theory and User Information. (2003). MSC. Software Corporation, Santa Ana, CA. Ogden, R. W. (1984). Non-Linear Elastic Deformations. Dover Publica- tions, Mineola, NY. Rejcha, C. (1964). Design of elastomeric bearings. PCI Journal, 9(2), Oct, pp. 62–78. Roeder, C. W., Stanton, J. F., and Taylor, A. (1990). Fatigue of steel- reinforced elastomeric bearings. Journal of Structural Division, ASCE, No. ST2, Vol. 116, New York, pp. 407–26. Roeder, C. W., Stanton, J. F., and Feller, T. (1989). NCHRP Report 325: Low Temperature Behavior and Acceptance Criteria for Elastomeric Bridge Bearings. TRB, National Research Council, Washington, D.C. Roeder, C. W., Stanton, J. F., and Taylor, A. W. (1987). NCHRP Report 298: Performance of Elastomeric Bearings. TRB, National Research Council, Washington, D.C. Schrage, Ingo. (1979). Über den Bewegungswiderstand von unverankerten Elastomer-Lagern (Friction in Unsecured elastomeric Bearings). PhD dissertation. Rheinisch-Westfälische Technische Hochschule, Aachen, Germany. Stanton, J. F., and Lund, H. (2006). Effects of bulk compressibility on the response of elastomeric bearings. Accepted for publication, Journal of Structural Engineering, ASCE, Reston VA. Stanton, J. F., and Roeder, C. W. (1982). NCHRP Report 248: Elastomeric Bearings Design, Construction, and Materials. TRB, National Research Council, Washington, D.C. Stanton, J. F., Roeder, C. W., and Campbell, T. I. (1999). NCHRP Report 432: High-Load Multi-Rotational Bridge Bearings. TRB, National Research Council, Washington, D.C. Stanton, J. F., Scroggins, G., Taylor, A. W., and Roeder, C. W. (1990). Stability of laminated elastomeric bearings. Journal of Engineering Mechanics, Vol. 116, (6), pp. 1351–1371. Timoshenko, S. P., and Gere, J. M. (1961). Theory of Elastic Stability. 2nd ed. McGraw Hill, New York. White, Christopher J. (2006). Response of Elastomeric Bearings to Rotation. MSCE thesis. Dept. of Civil Eng., University of Washington, Seattle. Yeoh, O. H. (1984). On hardness and young’s modulus of rubber. Plastics and Rubber Processing and Applications, Vol. 4(2), 1984, pp. 141–144. Yeoh, O. H. (1993). Some forms of the strain energy function for rubber. Rubber Chemistry and Technology, Vol. 66(5), 1993, pp. 754–771. Yeoh, O. H. (2001). Analysis of deformation and fracture of ‘pure shear’ rubber test piece. Plastics, Rubber and Composites, Vol. 30(8), 2001, pp. 389–397. Yeoh, O. H. (2003). Some benchmark problems for FEA from torsional behavior of rubber. Rubber Chemistry and Technology, Vol. 76(5), 2003, pp. 1212–1227. Yeoh, O. H., and Fleming, P. D. (1997). New attempt to reconcile the statistical and phenomenological theories of rubber elasticity. Journal of Polymer Science, Part B: Polymer Physics, Vol. 35(12), 1997, pp. 1919–1931. Yura, J., Kumar, A., Yakut, A., Topkaya, C., Becker, E., and Colling- wood, J. (2001). NCHRP Report 449: Elastomeric Bridge Bearings: Recommended Test Methods. TRB, National Research Council, Washington, D.C. 51

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 Rotation Limits for Elastomeric Bearings
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TRB's National Cooperative Highway Research Program (NCHRP) Report 596: Rotation Limits for Elastomeric Bearings explores the elastomeric bearing design procedures suitable for adoption in the American Association of State Highway and Transportation Officials' load and resistance factor design (LRFD) bridge design specifications.

The appendixes to the report include the following:

Appendix A Test Data

Appendix B Survey of Current Practice

Appendix C Test Apparatus and Procedures

Appendix D Test Results Overview

Appendix E Finite Element Analysis

Appendix F Development of Design Procedures

Appendix G Proposed Design Specifications

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