Behaviour of Ferritic Stainless Steel Bolted T‐stubs Under Tension‐Part 2: Numerical Investigations-Reference-Cited by-同舟云学术

Behaviour of Ferritic Stainless Steel Bolted T‐stubs Under Tension‐Part 2: Numerical Investigations

Published:2021-09 Issue:2-4 Volume:4 Page:876-885
ISSN:2509-7075
Container-title:ce/papers
language:en
Short-container-title:ce papers

Author:

YAPICI Orhan,THEOFANOUS Marios¹,DIRAR Samir²,YUAN Huanxin²

Affiliation:

1. University of Birmingham Birmingham U.K.

2. Wuhan University Wuhan China

Publisher

Wiley

Subject

General Earth and Planetary Sciences,General Environmental Science

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/cepa.1373

Reference40 articles.

1. EN 1993-1-8. Eurocode 3:Design of steel structures – Part 1-8: Design of joints. CEN. 2005.

2. Benchmarks for finite element modelling of bolted steel connections

3. Zajdel M.1997. “Numerical analysis of bolted tee-stub connections.”TNO-Rep. No. 97-CON-R-1123.

4. Gebbeken N. Wanzek T. andPetersen C.1997. “Semi-rigid connections T-stub model-Report on experimental investigations.”Rep. No. 97/2 Institut für Mechanik und Static Univ. des Bundeswehr München Munich Germany.

5. Steel T-Stub connections under static loading: an effective 2-D numerical model

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4. Behaviour of Ferritic Stainless Steel Bolted T‐stubs Under Tension‐Part 1: Experimental Investigations;ce/papers;2021-09