Residual strength at −40 °C of a precracked cold-formed rectangular hollow section made of ultra-high-strength steel - an engineering approach-Reference-Cited by-同舟云学术

Residual strength at −40 °C of a precracked cold-formed rectangular hollow section made of ultra-high-strength steel - an engineering approach

Published:2013-10-25 Issue:3 Volume:37 Page:325-334
ISSN:8756-758X
Container-title:Fatigue & Fracture of Engineering Materials & Structures
language:en
Short-container-title:Fatigue Fract Engng Mater Struct

Author:

Nykänen T.¹,Björk T.¹,Mettänen H.¹,Ilyin A. V.²,Koskimäki M.¹

Affiliation:

1. Lappeenranta University of Technology; Laboratory of Steel Structures; FIN-53851 Lappeenranta Finland

2. Structural integrity department FSUE CRISM ‘Prometey’; ulitsa Shpalernaya, 49 Saint-Petersburg 191015 Russia

Publisher

Wiley

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1111/ffe.12117/fullpdf

Reference13 articles.

1. Fracture and damage mechanics modelling of thin-walled structures - an overview;Zerbst;Eng. Fract. Mech.,2009

2. A review of the CTOA/CTOD fracture criterion;Newman;Eng. Fract. Mech.,,2003

3. Nevasmaa , P. Karjalainen-Roikonen , P. Laukkanen , A. Nykänen , T. Ameri , A. Björk , T. Limnell , T. Kuoppala , J. 2010 Fracture characteristics of new ultra-high-strength steel with yield strengths 900 - 960 MPa http://www.ruukki.fi/~/media/Files/Steel-products/Technical-articles/Ruukki-Technical-article-Fracture-characteristics-of-new-ultra-high-strength-steel.ashx

4. Ruukki, Research Centre Raahe, Finland http://www.ruukki.com

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