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Stainless Steel Structures

  • K. J. R. Rasmussen
Part of the CISM International Centre for Mechanical Sciences book series (CISM, volume 455)

Keywords

Carbon Steel Tangent Modulus Proof Stress Secant Modulus Strength Curve 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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References

  1. AISI (1968a). Specification for the Design of Cold-formed Steel Structural Members, American Iron and Steel Institute, Washington, DC.Google Scholar
  2. AISI (1968b). Specification for the Design of Light Gage Cold-formed Stainless Steel Structural Members, American Iron and Steel Institute, Washington, DC.Google Scholar
  3. AISI (1974a). Specification for the Design of Cold-formed Stainless Steel Structural Members, American Iron and Steel Institute, Washington, DC.Google Scholar
  4. AISI (1974b). Steel Products Manual-Stainless and Heat Resisting Steels, American Iron and Steel Institute, Washington, DC.Google Scholar
  5. AISI (1986). Specification for the Design of Cold-formed Steel Structural Members, Washington, DC.Google Scholar
  6. AISI (1991a). Design Guidelines for the Selection and Use of Stainless Steel, A Designer’s Handbook Series No. 9014, American Iron and Steel Institute, Washington, DC.Google Scholar
  7. AISI (1991b). Load and Resistance Factor Design Specification for Cold-formed Steel Structural Members, American Iron and Steel Institute, Washington D.C.Google Scholar
  8. AISI (1997). Load and Resistance Factor Design Specification for Cold-formed Steel Structural Members, American Iron and Steel Institute, Washington, DC.Google Scholar
  9. ANSI/ASCE-8 (1991). Specification for the Design of Cold-formed Stainless Steel Structural Members, American Society of Civil Engineers, New York, NY.Google Scholar
  10. AS/NZS1554.6 (1994). Structural Steel Welding, Part 6: Welding Stainless Steels for Structural Purposes, AS/NZS 1554.6, Standards Australia, Sydney.Google Scholar
  11. AS/NZS4600 (1996). Cold-formed Structures, AS/NZS 4600, Standards Australia, Sydney.Google Scholar
  12. AS/NZS4673 (2001). Cold-formed Stainless Steel Structures, AS/NZS4673, Standards Australia, Sydney.Google Scholar
  13. ASSDA (2002). Australian Stainless Steel Reference Manual, Australian Stainless Steel Development Association, Brisbane.Google Scholar
  14. ASTM (2002). Metals and Alloys in the Unified Numbering System, 9th ed, American Society for Testing and Materials, Philadelphia.Google Scholar
  15. ASTM-A176 (1999). Standard Specification for Stainless and Heat-Resisting Chromium Steel Plate, Sheet, and Strip, A176, American Society for Testing and Materials, Philadelphia.Google Scholar
  16. ASTM-A193 (2001). Standard Specification for Alloy-Steel and Stainless Steel Bolting Materials for High-Temperature Service, A193, American Society for Testing and Materials, Miami.Google Scholar
  17. ASTM-A240 (2002). Standard Specification for Chromium and Chromium-Nickel Stainless Steel Plate, Sheet, and Strip for Pressure Vessels and for General Applications, A240, American Society for Testing and Materials, Philadelphia.Google Scholar
  18. ASTM-A276 (2000). Standard Specification for Stainless Steel Bars and Shapes, A276, American Society for Testing and Materials, Philadelphia.Google Scholar
  19. ASTM-A666 (2000). Standard Specification for Annealed or Cold-Worked Austenitic Stainless Steel Sheet, Strip, Plate, and Flat Bar, A666, American Society for Testing and Materials, Philadelphia.Google Scholar
  20. ASTM-F593 (2001). Standard Specification for Stainless Steel Bolts, Hex Cap Screws, and Studs, F593, American Society for Testing and Materials.Google Scholar
  21. AWS-C1.1 (2000). Recommended Practices for Resistance Welding, Cl.l, American Welding Society, Miami.Google Scholar
  22. AWS-D1.3 (1998). Structural Welding Code-Sheet Steel, D1.3, American Welding Society, Miami.Google Scholar
  23. Baddoo, N. and B. Burgan (2001). Structural Design of Stainless Steel, Steel Construction Institute, London.Google Scholar
  24. Berg, G. v. d. (2000). “The Effect of the Non-linear Stress-strain Behaviour of Stainless Steels on Member Capacity.” Journal of Constructional Steel Research 54(1): 135–160.CrossRefGoogle Scholar
  25. Bleich, F. (1952). Buckling Strength of Metal Structures. New York, NY, McGraw-Hill.Google Scholar
  26. BSI (2001). Structural use of Steelwork in Building. Specification for Materials, Fabrication and Erection: Hot-Rolled Sections, British Standards Institution, London.Google Scholar
  27. Burgan, B. (1993). Concise Guide to the Structural Design of Stainless Steel, The Steel Construction Institute, Ascot, UK.Google Scholar
  28. Chryssantholopoulos, M. and Y. Low (2001). “A Method for Predicting the Flexural Response of Tubular Members with Non-linear Stress-strain Characteristics.” Journal of Constructional Steel Research 57(11): 1197–1216.CrossRefGoogle Scholar
  29. Clarke, M. (1994). Plastic-zone Analysis of Frames. Advanced Analysis of Steel Frames: Theory, Software and Applications. W. C. a. S. Toma. London, CRC Press: Chapter 6.Google Scholar
  30. CMC (1966). Corrosion in Action, Climax Molybdenum Company, Greenwich, Conn.Google Scholar
  31. EN-10088 (1995). Stainless Steels, EN-10088, European Committee for Standardisation, Brussels.Google Scholar
  32. Engesser, F. (1889). Zeitschrift fur Architektur und Ingenieurwesen 35: 455.Google Scholar
  33. Engesser, F. (1895). Schweizerische Bauzeitung 26: 24.Google Scholar
  34. Errera, S., B. Tang and D. Popovich (1970). Strength of Bolted and Welded Connections in Stainless Steel, Report No. 335, Department of Civil Engineering, Cornell University, Ithaca, NY.Google Scholar
  35. Eurocode3-1.1 (1992). Eurocode3: Design of Steel Structures, Part 1.1: General Rules and Rules for Buildings, ENV-1993-1-1, European Committee for Standardisation, Brussels.Google Scholar
  36. Eurocode3-1.3 (1996). Eurocode3: Design of Steel Structures, Part 1.3: Cold Formed Thin Gauge members and Sheeting, ENV-93-1-3, European Committee for Standardisation, Brussels.Google Scholar
  37. Eurocode3-1.4 (1996). Eurocode3: Design of Steel Structures, Part 1.4: Supplementary Rules for Stainless Steel, prENV-93-1-4, European Committee for Standardisation, Brussels.Google Scholar
  38. Gerard, G. (1946). “Secant Modulus Method for Determining Plate Instability above the Proportionality Limit.” Journal of the Aeronautical Sciences 13: 38.Google Scholar
  39. Hibbitt, Karlsson and Sorensen (1995). ABAQUS Standard, Users Manual, Ver. 5.5.Google Scholar
  40. ISO-3506 (1997). Mechanical Properties of Corrosion-resistant Stainless-steel Fasteners, ISO 3506, International Standards Organisation, Geneva.Google Scholar
  41. Johnson, A. and G. Winter (1966). “Behaviour of Stainless Steel Columns and Beams.” Journal of Structural Engineering, American Society of Civil Engineers, ASCE 92(ST5): 97–118.Google Scholar
  42. Lin, S.-H., W.-W. Yu and T. Galambos (1988a). Design of Cold-formed Stainless Steel Structural Members, Proposed Allowable Stress Design Specification with Commentary, Progress Report No. 3, University of Missouri-Rolla, Rolla, MO.Google Scholar
  43. Lin, S.-H., W.-W. Yu and T. Galambos (1988b). Load and Resistance Factor Design of Cold-formed Stainless Steel, Statistical Analysis of Material Provisions and Development of the LRFD Provisions, Progress Report No. 4, University of Missouri-Rolla, Rolla, MO.Google Scholar
  44. Lula, R. (1965). Stainless Steel, American Society of Metals, Ohio.Google Scholar
  45. Mann, A. (1993). “The Structural Use of Stainless Steel.” The Structural Engineer 71(4): 60–69.Google Scholar
  46. Mirambell, E. and E. Real (2000). “On the calculation of deflections in structural stainless steel beams: an experimental and numerical investigation.” Journal of Constructional Steel Research 54(1): 109–133.CrossRefGoogle Scholar
  47. NiDI (1990). Advantages for Architects: An Architect’s Guide on Corrosion Resistance, Nickel Development Institute, Toronto.Google Scholar
  48. NiDI (1992). Guidelines for the Welded Fabrication of Nickel-containing Stainless Steels for Corrosion Resistant Services, Nickel Development Institute, Toronto.Google Scholar
  49. Packer, J., J. Wardenier, Y. Kurobane, D. Dutta and N. Yeomans (1992). Design Guide for Rectangular Hollow Section (RHS) Joints under Predominantly Static Loading, Comite International pour le Developpement et l’Etude de la Construction Tubulaire (CIDECT), Verlag TUV Rheinland, Cologne.Google Scholar
  50. Peckner, D. and I. Bernstein (1977). Handbook of Stainless Steels. New York, N.Y., McGraw-Hill.Google Scholar
  51. Ramberg, W. and W. Osgood (1943). Description of Stress Strain Curves by Three Parameters, Technical Note No. 902, National Advisory Committee for Aeronautics, Washington, DC.Google Scholar
  52. Rasmussen, K. (2001). Full-range Stress-strain Curves for Stainless Steel Alloys, Research Report R811, Department of Civil Engineering, University of Sydney.Google Scholar
  53. Rasmussen, K., P. Bezkorovainy and T. Burns (2002). Strength Curves for Metal Plates, Research Report, Department of Civil Engineering, University of Sydney.Google Scholar
  54. Rasmussen, K. and G. Hancock (1992). Design of Cold-formed Stainless Steel Tubular Beams, Recent Developments in Cold-formed Steel Design and Construction, 11th International Specialty Conference on Cold-formed Steel Structures, Ed(s) W.-W. Yu and R. LaBoube, St Louis, University of Missouri-Rolla.Google Scholar
  55. Rasmussen, K. and G. Hancock (1993a). “Stainless Steel Tubular Members. I: Columns.” Journal of Structural Engineering, American Society of Civil Engineers, ASCE 119(8): 2349–2367.CrossRefGoogle Scholar
  56. Rasmussen, K. and G. Hancock (1993b). “Stainless Steel Tubular Members. II: Beams.” Journal of Structural Engineering, American Society of Civil Engineers, ASCE 119(8): 2368–2386.CrossRefGoogle Scholar
  57. Rasmussen, K. and A. Hasham (2001). “Tests of X-and K-joints in CHS Stainless Steel Tubes.” Journal of Structural Engineering, American Society of Civil Engineers 127(10): 1183–1189.Google Scholar
  58. Rasmussen, K. and J. Rondal (1997). “Strength Curves for Metal Columns.” Journal of Structural Engineering, ASCE 123(6): 721–728.CrossRefGoogle Scholar
  59. Rasmussen, K. and J. Rondal (2000). “Column Curves for Stainless Steel Alloys.” Journal of Constructional Steel Research 54(1): 89–107.CrossRefGoogle Scholar
  60. Rasmussen, K. and B. Young (2001). “Tests of X-and K-joints in SHS Stainless Steel Tubes.” Journal of Structural Engineering, American Society of Civil Engineers 127(10): 1173–1182.Google Scholar
  61. SABS-0162-4 (1997). Structural Use of Steel, Part4: The design of Cold-formed Stainless Steel Structural Members, SABS 0162-4, South African Bureau of Standards, Pretoria.Google Scholar
  62. Sedriks, A. (1979). Corrosion of Stainless Steels. New York, N.Y., John Wiley and sons.Google Scholar
  63. Shanley, F. (1947). “Inelastic Column Theory.” Journal of the Aeronautical Sciences 14(5):261–267.Google Scholar
  64. Simmons, W. and J. v. Echo (1965). The Elevated-temperature Properties of Stainless Steel, ASTM Data Series Publication DS5-S1, American Society for Testing and Materials, Philadelphia.Google Scholar
  65. Stowell, E. (1948). A Unified Theory of Plastic Buckling of Columns and Plates, Technical Note No. 1556, National Advisory Committee for Aeronautics, Washington, DC.Google Scholar
  66. Talja, A. and P. Salmi (1995). Design of Stainless Steel RHS Beams, Columns and Beamcolumns, Research Notes 1619, Technical Research Centre of Finland, VTT, Espoo.Google Scholar
  67. Wardenier, J., Y. Kurobane, J. Packer, D. Dutta and N. Yeomans (1991). Design Guide for Circular Hollow Section (CHS) Joints under Predominantly Static Loading, Comite International pour le Developpement et l’Etude de la Construction Tubulaire (CIDECT), Verlag TUV Rheinland, Cologne.Google Scholar

Copyright information

© CISM, Udine 2005

Authors and Affiliations

  • K. J. R. Rasmussen
    • 1
  1. 1.Department of Civil EngineeringUniversity of SydneySydneyAustralia

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