{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,1,22]],"date-time":"2026-01-22T18:31:04Z","timestamp":1769106664287,"version":"3.49.0"},"reference-count":49,"publisher":"MDPI AG","issue":"12","license":[{"start":{"date-parts":[[2021,12,3]],"date-time":"2021-12-03T00:00:00Z","timestamp":1638489600000},"content-version":"vor","delay-in-days":0,"URL":"https:\/\/creativecommons.org\/licenses\/by\/4.0\/"}],"funder":[{"DOI":"10.13039\/501100004586","name":"Funda\u00e7\u00e3o Carlos Chagas Filho de Amparo \u00e0 Pesquisa do Estado do Rio de Janeiro","doi-asserted-by":"publisher","award":["E\u201026\/202.588\/2018"],"award-info":[{"award-number":["E\u201026\/202.588\/2018"]}],"id":[{"id":"10.13039\/501100004586","id-type":"DOI","asserted-by":"publisher"}]}],"content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["Metals"],"abstract":"<jats:p>Typically, bridge structural systems are affected by random loads that can cause significant damage. One challenging problem in this field is the high-stress amplitude associated with distortion-induced fatigue. In this study, the hot-spot method and the master S-N curve method were validated for the evaluation of fatigue resistance induced by distortion in welded joints of steel bridges. Validation of the master S-N curve method in this research was a necessary prior step for application of the method in real case studies of road bridges, which will be subject to loads of variable amplitudes in the near future, ensuring the basis for the application. The method of validation was based on an important available full-scale fatigue test database, which was generated decades ago to serve as the foundation for the assessment of distortion-induced fatigue. Modelling was carried out based on the finite element method with the aid of ANSYS software, considering the shell and solid elements and equivalent structural stresses. The experimental results were compared with the numerical ones obtained with the two methodologies, and the difference, in terms of global and local tension, was less than 1%.<\/jats:p>","DOI":"10.3390\/met11121952","type":"journal-article","created":{"date-parts":[[2021,12,5]],"date-time":"2021-12-05T21:01:45Z","timestamp":1638738105000},"page":"1952","update-policy":"https:\/\/doi.org\/10.3390\/mdpi_crossmark_policy","source":"Crossref","is-referenced-by-count":6,"title":["Distortion-Induced Fatigue Reassessment of a Welded Bridge Detail Based on Structural Stress Methods"],"prefix":"10.3390","volume":"11","author":[{"given":"Vencislau","family":"Quissanga","sequence":"first","affiliation":[{"name":"Civil Engineering Postgraduate Programme (PGECIV), State University of Rio de Janeiro (UERJ), Rua S\u00e3o Francisco Xavier St., 524, Maracan\u00e3, Rio de Janeiro 20550-900, Brazil"}]},{"given":"Guilherme","family":"Alencar","sequence":"additional","affiliation":[{"name":"Civil and Environmental Engineering Department, University of Brasilia (UnB), DF, Bras\u00edlia 70910-900, Brazil"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-1059-715X","authenticated-orcid":false,"given":"Ab\u00edlio","family":"de Jesus","sequence":"additional","affiliation":[{"name":"Mechanical Engineering Department, Faculty of Engineering of University of Porto (FEUP), Rua Dr. Roberto Frias St., 4200-465 Porto, Portugal"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-2375-7685","authenticated-orcid":false,"given":"Rui","family":"Cal\u00e7ada","sequence":"additional","affiliation":[{"name":"Civil Engineering Department, Faculty of Engineering of University of Porto (FEUP), Rua Dr. Roberto Frias St., 4200-465 Porto, Portugal"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-2407-2127","authenticated-orcid":false,"given":"Jos\u00e9","family":"da Silva","sequence":"additional","affiliation":[{"name":"Structural Engineering Department, Faculty of Engineering, State University of Rio de Janeiro (UERJ), Rua S\u00e3o Francisco Xavier St., 524, Maracan\u00e3, Rio de Janeiro 20550-900, Brazil"}]}],"member":"1968","published-online":{"date-parts":[[2021,12,3]]},"reference":[{"key":"ref_1","doi-asserted-by":"crossref","first-page":"331","DOI":"10.1016\/j.msea.2012.11.103","article-title":"General relation between tensile strength and fatigue strength of metallic materials","volume":"564","author":"Pang","year":"2013","journal-title":"Mater. 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