Behavior of High-Strength Grade 10.9 Bolts under Fire Conditions-Reference-Cited by-同舟云学术

Behavior of High-Strength Grade 10.9 Bolts under Fire Conditions

Published:2012-11 Issue:4 Volume:22 Page:470-475
ISSN:1016-8664
Container-title:Structural Engineering International
language:en
Short-container-title:Structural Engineering International

Author:

Lange Jörg¹,González Fernando²

Affiliation:

1. TU Darmstadt-Fachgebiet Stahlbau, Darmstadt, Germany Contact:

2. Goldbeck Süd GmbH, Hirschberg, Germany

Publisher

Informa UK Limited

Subject

Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.2749/101686612X13363929517451

Reference8 articles.

1. EN 1993-1-2.Eurocode 3: Design of Steel Structures—Part 1-2: General Rules—Structural Fire Design. Beuth Verlag GmbH: Berlin, 2010.

2. EN 1993-1-8.Eurocode 3: Design of Steel Structures—Part 1-8: Design of Joints. Beuth Verlag GmbH: Berlin, 2010.

3. Anderberg Y.Properties of Materials at High Temperatures. Rilem Report LUT-VDG/(TVBB-3008), Lund (Sweden), 1983.

4. Outinen J, Kaitila O, Mäkeläinen P. A study for the development of the design of steel structures in fire conditions.Structures in Fire, Copenhagen, 2000; 267–281.

5. EN 10002-5.Tensile Testing of Metallic Materials; Method of Testing at Elevated Temperature. Beuth Verlag GmbH: Berlin, 1992.

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