Conferences - Steel Structures

2020

2019

  • Afkhami S, Piili H, Salminen A & Björk T
    Effective parameters on the fatigue life of metals processed by bed fusion technique: A short review. – 17th Nordic Laser Material Processing Conference (NOLAMP17), August 26-29, Procedia Manufacturing, pp. 3–10; doi:10.1016/j.promfg.2019.08.002.
  • Ahola A, Skriko T & Björk T
    Experimental investigation on the fatigue strength assessment of welded joints made of S1100 ultra-high-strength steel in as-welded and post-weld treated condition. – Proceedings of 7th International Conference on Structural Engineering, Mechanics and Computation (SEMC 2019), Cape Town, South Africa, September 2-4. pp. 1254–1259; doi: 10.1201/9780429426506.
  • Koskimäki M, Tuominen N, Ahola A & Björk T
    Fatigue strength of welded tubular T-joints made of ferritic stainless steel in as-welded and post-weld treated condition. – Proceedings of 17th International Symposium on Tubular Structures (ISTS17), December 9-12, Singapore, Research Publishing Singapore, pp. 284–291.

2018

  • Ahola A, Skriko T & Björk T
    Fatigue performance of GMA-brazed non-load carrying joints made of ultra-high-strength steel. – Lecture Notes in Mechanical Engineering, Vehicle Automotive Engineering 2 – Proceedings of 2nd VAE2018. pp 157–169.
  • Björk T, Ahola A & Skriko T
    4R method for consideration of the fatigue performance of welded joints. – Background and applications. – 9th International Conference on Advances in Steel Structures (ICASS 2018), December 5-7, Hong Kong, pp. 1159–1168.

2017

  • Ahola A, Mettänen H & Björk T
    Effect of loading type and symmetry on the fatigue of non-load-carrying welded joints - A comparison between effective notch stress method and fracture mechanics (in Finnish) – RM50 seminar, August 24-25, Journal Structural Mechanics 50, pp. 153–157; doi:10.23998/rm.23998/rm.65049
  • Björk T, Tuominen N, Ahola A
    Distortional buckling of X-joints (in Finnish) – RM50 seminar, August 24-25, Journal Structural Mechanics 50, pp. 345–348; doi:10.23998/rm.65172
  • Dabiri M & Björk T
    Fatigue analysis of notched specimens made of direct-quenched ultra-high-strength steel under constant amplitude loading. – Procedia Structural Integrity 5, pp. 385–392; doi:10.1016/j.prostr.2017.07.186.
  • Tuominen N, Björk T & Ahola A
    Effect of bending moment on capacity of fillet weld. – Proceedings of the 16th International Symposium on Tubular Structures (ISTS16), December 4-6, Melbourne, Australia, pp. 675–683

2015

  • Björk T, Tuominen N & Lähde T
    Effect of the secondary bending moment on K-joint capacity. – Proceedings of the 15th International Symposium on Tubular Structures (ISTS15), May 27-29, Rio de Janeiro, Brazil, pp. 557–565; doi:10.1201/b18410-82

2014

  • Tuominen N & Björk T
    Ultimate capacity of welded joints made of high strength steel CFRHS. – 7th International Conference on Steel and Composite Structures (EUROSTEEL2014), September 10-12, Naples, Italy.

2013

  • Hämäläinen O-P & Björk T
    Optimization of the cross-section of a beam subjected to bending load. – Design, Fabrication and Economy of Metal Structures, April 24-26, Miskolc, Hungary, pp. 17–22.

2012

  • Björk T & Saastamoinen H
    Capacity of CFRHS X-joints made of double-grade S420 steel. – Proceedings of the 14th International Symposium of Tubular Structures (ISTS14), September 12-14, London, UK, pp. 167–176.

2010

  • Nevasmaa P, Karjalainen-Roikonen P, Laukkanen A, Nykänen T, Ameri T, Björk T, Limnell T & Kuoppala J
    Fracture characteristics of new ultra-high-strength steel with yield strengths 900-960 MPa. – 2nd International Conference Super-High Strength Steels (SHSS), October 17-20, Peschiera del Garda, Italy.

2009

  • Marquis G, Nykänen T & Björk T
    Fatigue Crack Patterns in Ultrasonic Peened Welded Structures during Constant and Variable Amplitude Loading. – Proceedings of the International Conference on Crack Paths (CP 2009), September 23-25, Padova, Italy, pp. 273–284.

2008

  • 1. Björk T & Marquis G
    A new yield line theory based design approach for ultimate capacity of welded RHS X-joints. – Desig

Last updated: 15.9.2020