TECHNICAL PAPERS
Jul 29, 2009

Structural Analysis and Fatigue Reliability Assessment of the Paderno Bridge

This article has been corrected.
VIEW CORRECTION
Publication: Practice Periodical on Structural Design and Construction
Volume 15, Issue 2

Abstract

The Paderno Bridge along the Adda river in the northern part of Italy is a relevant arch-bridge connecting Milan and Bergamo province in the northern part of Italy: the bridge is part of the Monza-Bergamo line and is in service from 1889. A stepwise and practical approach for evaluating the structural integrity of historical and deteriorated steel bridges, incorporating analytical, mechanical, and structural characterizations, is presented. Critical regions of hot spot members were identified using structural finite-element analysis, and fatigue reliability assessment analysis has been performed along with traffic estimation, taking into account various scenarios of traffic increase, in order to assess the possible remaining fatigue life. This analysis has evidenced that the structure might be kept in service at least for other 10 years. Appropriate retrofitting interventions are also indicated.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The writers thank the Paderno Municipality in helping to found historical documents concerning the bridge. Nonetheless, the conclusions of the paper reflect only the view of the writers.

References

Akesson, B. (1994). “Fatigue life of riveted railway bridges.” Ph.D. thesis, Chalmers Univ. of Technology, Göteborg, Sweden.
Aktan, A. E., Lee, K. L., Naghavi, R., and Hebbar, K. (1994). “Destructive testing of two 80-year-old truss bridges.” Transportation Research Record. 1460, Transportation Research Board, Washington, D.C., 62–72.
ASCE. (1982). “Committee on fatigue and fracture reliability of the committee on structural safety and reliability of the structural division. Fatigue reliability 1–4.” J. Struct. Div., 108(ST1), 3–88.
ASTM. (2005). ASTM E1049-85, ASTM, New York.
Benjamin, J. R., and Cornell, C. A. (1970). Probability, statistics and decisions for civil engineers, McGraw-Hill, New York.
Bertolini, C. (1989). The Paderno bridge, Electa, Milan (in Italian).
Brühwiler, E., Smith, I. F. C., and Hirt, M. A. (1990). “Fatigue and fracture of riveted bridge members.” J. Struct. Eng., 116(1), 198–213.
Byers, W. G., Marley, M. J., Mohammadi, J., Nielsen, R. J., and Sarkani, S. (1997). “Fatigue reliability reassessment applications: State-of-the-art paper.” J. Struct. Eng., 123(3), 277–285.
Di Battista, J. D., Adamson, D. E. J., and Kulak, G. L. (1998). “Fatigue strength of riveted connections.” J. Struct. Eng., 124(7), 792–797.
ECCS. (2008). Technical committee 6—Fatigue, assessment of existing steel structures, a recommendation for estimation of remaining fatigue life, 1st Ed., European Convention for Construction Steelwork, Brussels.
Ermopoulos, J., and Spyrakos, C. C. (2006). “Validated analysis and strengthening of a 19th century railway bridge.” Eng. Struct., 28(5), 783–792.
Estes, A. C., and Frangopol, D. M. (2005). “Load rating versus reliability analysis.” J. Struct. Eng., 131(5), 843–847.
European Committee for Standardization (CEN). (2004). “Hot rolled products of non-alloy structural steels. Technical delivery conditions for flat products.” EN 10025, Brussels.
European Committee for Standardization (CEN). (2005a). “Design of steel structures, part 1-1.” Eurocode 3, Brussels.
European Committee for Standardization (CEN). (2005b). “Design of steel structures, part 1-9.” Eurocode 3, Brussels.
European Committee for Standardization (CEN). (2005c). “Traffic loads on bridges, part 2.” Eurocode 1, Brussels.
Farhey, D. N., Thakur, A. M., and Buchanan, R. C. (1997). “Structural deterioration assessment for steel bridges.” J. Bridge Eng., 2(3), 116–124.
Fisher, J. W., Yen, B. T., and Wang, D. (1987). “Fatigue and fracture evaluation for rating riveted bridges.” Transportation Research Record. 302, Transportation Research Board, Washington, D.C., 25–35.
Frangopol, D. M., and Maute, K. (2003). “Life-cycle reliability-based optimization of civil and aerospace structures.” Comput. Struct., 81(7), 397–410.
Frangopol, D. M., and Moses, F. (1994). Reliability-based structural optimization. Advances in Design Optimization, H. Adeli, ed., Chapman & Hall, London, 492–570.
ICOM. (2001). Vereinheitlichter Sicherheitsnachweis für bestehende Stahlbrücken, Zusammenarbeit Deutsche Bahn AG, Schweizer Bundesbahn, Lehrstuhl für Stahlbau derRWTH Aachen, Laboratoire de la construction métallique (ICOM), ETH Lausanne.
Imam, B. M., Righitionis, T. D., and Chryssanthopolous, M. K. (2008). “Probabilistic fatigue evaluation of riveted railway bridges.” J. Bridge Eng., 13(3), 237–244.
Instruction 2298. (1997). Sovraccarichi per il calcolo dei ponti ferroviari: Istruzioni per la progettazione, l'esecuzione e il collaudo, Testo aggiornato della istruzione no. 1/SC/PS-OM/2298 del 2 giugno 1995 (recepisce la Norma Europea ENV 1991–3), Ferrovie dello Stato, ASA Servizi di Ingegneria, Roma, 13 gennaio 1997.
International Organization for Standardization (ISO). (1999). “Basis for design of structures–Assessment of existing structures.” ISO/CD 13822-1999, Geneva.
International Union of Railways. (1986). “Effect of the slipstream of passing trains on structures adjacent to the track.” UIC 779-1, Paris.
Kulak, G. L. (1992). “Discussion of fatigue strength of riveted bridge members, by J. W. Fisher, B. T. Yen, D. Wang.” J. Struct. Eng., 118(8), 2280–2281.
Kulicki, J. M., Prucz, Z., Sorgenfrei, F., and Mertz, D. R. (1990). “Guidelines for evaluating corrosion effects in existing steel bridges.” Rep. No. NHCRP 333, Transp. Res. Board, National Research Council, Washington, D.C.
Kunz, P., and Hirt, M. A. (1992). “Reliability of railway bridges under fatigue loading.” Proc., 3rd Int. Workshop on Bridge Rehabilitation “Bridge Rehabilitation”, G. König and A. S. Nowak, eds., Ernst & Sohn, Berlin, 515–528.
Liechti, P., Josi, G., and Kunz, P. (1997). “Ermu dungsversuche an enieteten Vollwandtra.” gern. Versuchsbericht 367, EPFL, ICOM, Lausanne.
Matar, E. B., and Greiner, R. (2006). “Fatigue test for a riveted steel railway bridge in Salzburg.” Struct. Eng. Int. (IABSE, Zurich, Switzerland), 16(3), 252–260.
Miner, M. A. (1945). “Cumulative damage in fatigue.” J. Appl. Mech., 12, A159–A164.
ORE. (1986). Technical Document DT 176 (D 154), Statistische Auswertung vonErmüdungsversuchen an Nietverbindungen in Flussstahl, Utrecht, September 1986, Forschungs-und Versuchsamt des Internationalen Eisenbahnverbandes, Oudenoord 60, 3513 EV Utrecht, The Netherlands.
Out, J. M. M., Fisher, J. W., and Yen, B. T. (1984). “Fatigue strength of weathered and deteriorated riveted members.” Transportation Research Record. 950, Transportation Research Board, Washington, D.C.
Petcherdchoo, A., Neves, L. A. C., and Frangopol, D. M. (2008). “Optimizing lifetime condition and reliability of deteriorating structures with emphasis on bridges.” J. Struct. Eng., 134(4), 544–552.
Pipinato, A. (2008). “High-cycle fatigue behavior of historical metal riveted railway bridges.” Ph.D. thesis, Univ. of Padova, Italy.
Pipinato, A., Molinari, M., Pellegrino, C., Bursi, O., and Modena, C. (2009). “Fatigue tests on riveted steel elements taken from a railway bridge.” Struct. Infrastruct. Eng.
Sustainable bridges. (2006). “Guideline for load and resistance assessment of existing European railway bridges—Advices on the use of advanced methods.” European research project under the EU 6th framework programme, Sustainable Bridges, Brussels.

Information & Authors

Information

Published In

Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 15Issue 2May 2010
Pages: 109 - 124

History

Received: Mar 20, 2009
Accepted: Jun 11, 2009
Published online: Jul 29, 2009
Published in print: May 2010

Permissions

Request permissions for this article.

Authors

Affiliations

A. Pipinato [email protected]
Research Assistant, Dept. of Structural and Transportation Engineering, Univ. of Padova, via Marzolo 9–35131, Padova, Italy (corresponding author). E-mail: [email protected]
C. Modena
Full Professor, Dept. of Structural and Transportation Engineering, Univ. of Padova, via Marzolo 9–35131, Padova, Italy.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share