Failure analysis of bolted steel flanges-Reference-Cited by-同舟云学术

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Failure analysis of bolted steel flanges

Published:2000 Issue: Volume: Page:507-512
ISSN:
Container-title:Structural Failure and Plasticity
language:
Short-container-title:

Author:

Schaumann P.,Seidel M.

Publisher

Elsevier

Reference4 articles.

1. Stahlbau (Steel Construction);Petersen,1997

2. Eurocode 3: Design of Steel structures; Part 1-1: General rules and rules and buildings;DIN V ENV 1993-1-1,1992

3. Zu Theorie, Numerik und Versuchen verformbarer Anschlußkonstruktionen;Wanzek,1998

4. Stochastische nichtlineare Untersuchung vorgespannter Schraubenverbindungen unter Windeinwirkung;Ebert,1997

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1. A closed-form expression derived from virtual testing for structural optimization of L-flange bolted connections;Engineering Failure Analysis;2024-10

2. Structural Behavior of L-Type Flange Joint with Various Flange Flatness Conditions;Energies;2023-07-30

3. The C1 wedge connection in towers for wind turbine structures, tensile behaviour of a segment test;Engineering Structures;2023-05

4. Improving Structural Safety of L-Type Flange Joint for Wind Towers;Energies;2022-11-27

5. Finite element analysis of the flange with different fillet radius in tubular wind tower;Materials Today: Proceedings;2022

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