Tensile Behaviour of Galvanised Grade 8.8 Bolt Assemblies in Fire

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Ball, L.; Palmiere, E.J.; Thackray, R.P.; Burgess, I.W.; Davison, B.;
(2015)
  • Publisher: Multi-Science Publishing

\ud \ud In structural fire engineering, the importance of bolt assemblies is often overlooked. Connection design uses the temperature-dependent bolt strength-reduction factors prescribed in Eurocode 3, despite the existence of two distinct failure modes under tension; n... View more
  • References (20)
    20 references, page 1 of 2

    [1] BSEN15048-1, Non-preloaded structural bolting assemblies - Part 1: General requirements. British Standards Institution, 2007.

    [2] Moore, D., Private Communication, BCSA, 2010: Sheffield.

    [3] BSENISO898-1, Mechanical properties of fasteners made of carbon steel and alloy steel - Part 1: Bolts, screws and studs with specified property classes - Coarse thread and fine pitch thread (ISO 898-1: 2013). British Standards Institution, 2013.

    [4] BSEN1993-1-2, Design of steel structures, Part 1-2: General rules - Structural fire design. British Standards Institution, 2005.

    [5] Kirby, B. R., The Behaviour of High-Strength Grade 8.8 Bolts in Fire. Journal of Constructional Steel Research, 1995. 33(1-2): p. 3-38.

    [6] Kirby, B. R., The Behaviour of High Strength 8.8 Bolts in Fire, British Steel Technical Lab report, Swinden Laboratories, 1992.

    [7] BS4190, Specification for ISO metric black hexagon bolts, screws and nuts. British Standards Institution, 1967.

    [8] BSISO965-5, ISO general purpose metric screw threads - Tolerances - Part 5: Limits of sizes for internal screw threads to mate with hot-dip galvanized external screw threads with maximum size of tolerance position h before galvanizing. British Standards Institution, 1998.

    [9] BSENISO4032, Hexagon regular nuts (style 1) - Product grades A and B. British Standards Institution, 2012.

    [10] BSENISO4017, Hexagon head screws - Product grades A and B. British Standards Institution, 2011.

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