{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2025,9,26]],"date-time":"2025-09-26T16:32:42Z","timestamp":1758904362538},"reference-count":19,"publisher":"Wiley","issue":"s1","license":[{"start":{"date-parts":[[2009,4,6]],"date-time":"2009-04-06T00:00:00Z","timestamp":1238976000000},"content-version":"vor","delay-in-days":0,"URL":"http:\/\/onlinelibrary.wiley.com\/termsAndConditions#vor"}],"content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["Strain"],"published-print":{"date-parts":[[2011,6]]},"abstract":"<jats:p><jats:bold>Abstract:\u2002<\/jats:bold> The present paper reports research work carried out to characterise the fatigue behaviour of the Portuguese Pinh\u00e3o riveted road bridge, built in 1903 over the Douro river. The present traffic conditions are completely different from those foreseen by the bridge designer, rising new concerns, with respect to the bridge integrity, namely its fatigue behaviour. An experimental programme was performed using original material removed from the bridge. The chemical composition and microstructures of the removed materials were characterised. Also, the notch toughness, at room temperature, was evaluated using both notch impact and Crack Opening Displacement (COD) tests. Fatigue crack growth tests were also used to evaluate the fatigue crack growth behaviour. Finally, fatigue tests of riveted joints were conducted in order to define an appropriate S\u2010N curve. The experimental results were used to evaluate the residual fatigue strength of the bridge, adopting both S\u2010N and Fracture Mechanics approaches. The analysis revealed a good tolerance to fatigue cracking, even in the presence of small fatigue cracks, detected in the joints.<\/jats:p>","DOI":"10.1111\/j.1475-1305.2008.00596.x","type":"journal-article","created":{"date-parts":[[2009,4,7]],"date-time":"2009-04-07T02:23:32Z","timestamp":1239071012000},"source":"Crossref","is-referenced-by-count":15,"title":["Residual Lifetime Assessment of an Ancient Riveted Steel Road Bridge"],"prefix":"10.1111","volume":"47","author":[{"given":"A. M. P.","family":"de Jesus","sequence":"first","affiliation":[]},{"given":"M. A. V.","family":"Figueiredo","sequence":"additional","affiliation":[]},{"given":"A. S.","family":"Ribeiro","sequence":"additional","affiliation":[]},{"given":"P. M. S. T.","family":"de Castro","sequence":"additional","affiliation":[]},{"given":"A. A.","family":"Fernandes","sequence":"additional","affiliation":[]}],"member":"311","published-online":{"date-parts":[[2011,6,13]]},"reference":[{"key":"e_1_2_7_2_2","first-page":"839","volume-title":"Bridge Maintenance, SAFETY and Management (IABMAS\u201904); Proc. Intern. Conf., Kyoto, 18\u201022 October 2004","author":"Fernandes A. A.","year":"2004"},{"key":"e_1_2_7_3_2","first-page":"183","article-title":"Assessment of the structural integrity of the Pinh\u00e3o Bridge (in Portuguese)","author":"Figueiredo M.","year":"2004","journal-title":"Research Report"},{"key":"e_1_2_7_4_2","volume-title":"Materiais Met\u00e1licos. Ensaios de Trac\u00e7\u00e3o \u2010 Parte 1: M\u00e9todo de Ensaio, Norma Portuguesa","author":"NP EN10002\u20101","year":"2006"},{"key":"e_1_2_7_5_2","volume-title":"Materiais Met\u00e1licos. Ensaios de Dureza. Ensaio Vickers, Parte 1: HV5 a HV100, Norma Portuguesa","author":"NP 711\u20101","year":"1990"},{"key":"e_1_2_7_6_2","volume-title":"Materiais Met\u00e1licos. Ensaio de Choque em Provete Entalhado Charpy. 1\u00aa Parte: M\u00e9todo de Ensaio, Norma Portuguesa","author":"NP EN 10 055\u20101","year":"1990"},{"key":"e_1_2_7_7_2","volume-title":"Design of Steel Structures, European Standard","author":"Eurocode 3 \u2013 EN 1993","year":"1992"},{"key":"e_1_2_7_8_2","volume-title":"Methods for Crack Opening Displacement (COD) Testing","author":"BS 5762","year":"1979"},{"key":"e_1_2_7_9_2","volume-title":"Standard Test Method for Measurement of Fatigue Crack Growth Rates, Annual Book of ASTM Standards","author":"ASTM E647","year":"2000"},{"key":"e_1_2_7_10_2","doi-asserted-by":"publisher","DOI":"10.1115\/1.3656900"},{"key":"e_1_2_7_11_2","article-title":"Fatigue and fracture evaluation for rating riveted bridges","author":"Fisher J. W.","year":"1987","journal-title":"NCHRP Report 302"},{"key":"e_1_2_7_12_2","doi-asserted-by":"publisher","DOI":"10.1061\/(ASCE)0733-9445(1998)124:7(792)"},{"key":"e_1_2_7_13_2","volume-title":"LRFD: Bridge Design Specification","author":"AASHTO","year":"1995"},{"key":"e_1_2_7_14_2","volume-title":"BS5400: Steel, Concrete and Composite Bridges. Part 10 \u2010 Code of Practice for Fatigue","author":"BSI","year":"1980"},{"key":"e_1_2_7_15_2","volume-title":"NCHRPR 299: Fatigue Evaluation Procedures for Steel Bridges","author":"Moses F.","year":"1987"},{"key":"e_1_2_7_16_2","volume-title":"Regulamento de Seguran\u00e7a e Ac\u00e7\u00f5es Para Estruturas de Edif\u00edcios e Pontes.","author":"RSAEP","year":"1983"},{"key":"e_1_2_7_17_2","volume-title":"Standard Practices For Cycle Counting in Fatigue Analysis Annual Book of ASTM Standards","author":"ASTM 1049","year":"1985"},{"key":"e_1_2_7_18_2","doi-asserted-by":"crossref","first-page":"159","DOI":"10.1115\/1.4009458","article-title":"Cumulative damage in fatigue. Transactions of The ASME. Series E","volume":"12","author":"Miner M. A.","year":"1945","journal-title":"J. Appl. Mech."},{"key":"e_1_2_7_19_2","doi-asserted-by":"publisher","DOI":"10.1016\/S0167-4730(02)00067-X"},{"key":"e_1_2_7_20_2","volume-title":"Stress Intensity Factor Equations for Cracks in Three\u2010Dimensional Finite Bodies Subjected to Tension and Bending Loads","author":"Newman J. C.","year":"1984"}],"container-title":["Strain"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/api.wiley.com\/onlinelibrary\/tdm\/v1\/articles\/10.1111%2Fj.1475-1305.2008.00596.x","content-type":"unspecified","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/onlinelibrary.wiley.com\/doi\/pdf\/10.1111\/j.1475-1305.2008.00596.x","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2023,9,26]],"date-time":"2023-09-26T04:16:28Z","timestamp":1695701788000},"score":1,"resource":{"primary":{"URL":"https:\/\/onlinelibrary.wiley.com\/doi\/10.1111\/j.1475-1305.2008.00596.x"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2011,6]]},"references-count":19,"journal-issue":{"issue":"s1","published-print":{"date-parts":[[2011,6]]}},"alternative-id":["10.1111\/j.1475-1305.2008.00596.x"],"URL":"https:\/\/doi.org\/10.1111\/j.1475-1305.2008.00596.x","archive":["Portico"],"relation":{},"ISSN":["0039-2103","1475-1305"],"issn-type":[{"value":"0039-2103","type":"print"},{"value":"1475-1305","type":"electronic"}],"subject":[],"published":{"date-parts":[[2011,6]]}}}