Fatigue and Fracture Behaviour of Long Term Operated Bridge Materials and Components

Author:

Lesiuk Grzegorz,Correia José A.F.O.,Krechkovska Halyna V.,Pekalski Grzegorz,Jesus Abílio M.P. de,Student Oleksandra

Publisher

Springer International Publishing

Reference40 articles.

1. Akesson B (1994) Fatigue life of riveted railway bridges. PhD thesis, Chalmers University of Technology, Sweden

2. Crocetti R (2001) On some fatigue problems related to steel bridges. PhD thesis, Chalmers University of Technology, Sweden

3. Mohammad AE (2002) Fatigue in riveted railway bridges. PhD thesis, Chalmers University of Technology, Sweden

4. Kühn B, Lukic´ M, Nussbaumer A, Günther H-P, Helmerich R, Herion S, et al (2008) In: Sedlacek G, Bijlaard F, Géradin M, Pinto A, Dimova S (eds) Assessment of existing steel structures: recommendations for estimation of remaining fatigue life—EUR 23252 EN. JRC—ECCS

5. CEN-TC 250 (2003) EN 1993-1-9: Eurocode 3, Design of steel structures—Part 1-9: Fatigue. European Committee for Standardization, Brussels

Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Guest editorial;International Journal of Structural Integrity;2021-11-10

2. Low-cycle fatigue modelling supported by strain energy density-based Huffman model considering the variability of dislocation density;Engineering Failure Analysis;2021-10

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