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Volume 42 Issue 5
Dec.  2014
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Article Contents
Zou Ruomeng, Dong Jun, Zhang Jinxu. A COMPARISION OF CONNECTION DESIGN IN STAINLESS STEEL STRUCTURES BETWEEN AMERICAN AND EUROPEAN CODES[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 63-66. doi: 10.13204/j.gyjz2011205010
Citation: Zou Ruomeng, Dong Jun, Zhang Jinxu. A COMPARISION OF CONNECTION DESIGN IN STAINLESS STEEL STRUCTURES BETWEEN AMERICAN AND EUROPEAN CODES[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 63-66. doi: 10.13204/j.gyjz2011205010

A COMPARISION OF CONNECTION DESIGN IN STAINLESS STEEL STRUCTURES BETWEEN AMERICAN AND EUROPEAN CODES

doi: 10.13204/j.gyjz2011205010
  • Received Date: 2012-12-20
  • Publish Date: 2012-05-20
  • Stainless steel has been widely used as load-bearing members in various engineering structures because of its good anti-rust performance,but the lack of design code affects the usage of stainless steel in China.The American stainless steel code (SEI/ASCE 8-02) and the European steel structures (Eurocode 3) on the basic design rules, the calculation of welded connections and the design of bolted connections in stainless steel are compared and analyzed.The result can be a reference for the design of structures as well as for drafting the Chinese design code of stainless steel structures.
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  • [2] BS EN1993-1-4. Eurocode 3:Design of Steel Structures-Part 1-4: General Rules-Supplementary Rules for Stainless Steels[S]. 2006.
    SEI/ASCE 8-02. American Society of Civil Engineers Specification for the Design of Cold-Formed Stainless Steel Structural Members[S].
    [3] BS EN1993-1-8. Eurocode 3:Design of Steel Structures-Part 1-8: Design of Joints[S]. 2005.
    [4] BS EN1090-2- 2008. Execution of Steel Structures and Aluminium Structures-Part2: Technical Requirements for the Execution of Steel Structures[S].
    [5] ISO3506-1: 2009. Mechanical Properties of Corrosion-Resistant Stainless Steel Fasteners-Part 1 Bolts,Screws and Studs[S].
    [6] Gerhard Sedlacek,Heiko Stangenberg. Design Philosophy of Eurocodes-Background Information[J]. Journal of Constructional Steel Research,2000,54(1):173-190.
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