Limitations of analytical strength verifications with local effects and nonlinearities: A case study on a failed high rack rail

Author:

Affolter Ch.,Piskoty Gabor,Koller Roland E.,Gfeller Urs,Terrasi Giovanni P.

Publisher

Elsevier BV

Subject

General Engineering,General Materials Science

Reference19 articles.

1. DIN 15018 (Part 1): Cranes – steel structures; verification and analyses (Krane – Grundsätze für Stahltragwerke; Berechnung). DIN German Institute for Standardization (Beuth Verlag GmbH); 1984–11. p. 38.

2. DIN EN 13001-3-1: cranes – general design – Part 3–1: Limit states and proof competence of steel structure. DIN German Institute for Standardization (Beuth Verlag GmbH); 2013–12. p. 111.

3. DIN EN 1993-1-1 Eurocode 3: design of steel structures – Part 1–1: General rules and rules for buildings (German version EN 1993-1-1:2005). DIN German Institute for Standardization (Beuth Verlag GmbH); 2010–12. p. 107.

4. DIN EN 1993-1-9 Eurocode 3: design of steel structures – Part 1–9: Fatigue. DIN German Institute for Standardization (Beuth Verlag GmbH); 2010–12. p. 43.

5. Abaqus v6.8 analysis user’s manual. Providence, RI (USA): Simulia; 2008.

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