Variability of the Mechanical Properties of Wrought Iron from Historic American Truss Bridges
Publication: Journal of Materials in Civil Engineering
Volume 23, Issue 5
Abstract
The mechanical properties of wrought iron from multiple elements of six late 19th-century truss bridges is evaluated by a program of destructive and nondestructive testing, including hardness testing and tension tests to evaluate the yield stress (), tensile strength (), and ductility of the material. The yield stress and tensile strengths are found to be in accordance with those published in period reports and in other modern evaluations of the mechanical properties of wrought iron. The main findings of this work come from a statistical analysis of the test results and are (1) that hardness is a poor predictor of yield stress and tensile strength but has some predictive ability for ductility; (2) that there is a statistically significant difference in the distribution of yield stress and tensile strength between material samples from different bridges and, in some cases, between material samples from different members within a single bridge; and (3) that a size effect is present in the material that results in lower yield stress and tensile strength for larger members. These results provide guidance to engineers in the evaluation of historic iron trusses for rehabilitation and suggest that although nondestructive hardness testing is of limited value, a limited program of destructive testing can provide an adequate characterization of the mechanical properties throughout the bridge.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
Rick Miastkowski expertly machined the fixtures used in the laboratory testing and assisted Sean Kelton in machining the test specimens. Undergraduates Ryan Mones of the University of Massachusetts and Kara Peterman of Swarthmore College machined and performed some of the tests on the specimens from the Reeds bridge and Bondsville bridge. The bridges examined in this study were donated by the Massachusetts Highway Department, now part of the Massachusetts Department of Transportation. This research was supported financially by the National Science Foundation through grant NSFDUE-0736972. The writers are very grateful for this financial support.
References
ASTM International. (2003). “Test methods for tension testing of metallic materials.” Standard E8, West Conshohocken, PA.
ASTM International. (2003). “Test methods for Rockwell hardness and superficial Rockwell hardness of metallic materials.” Standard E18, West Conshohocken, PA.
Bartlett, F. M., Dexter, R. J., Graeser, M. D., Jelinek, J. J., Schmidt, B. J., and Galambos, T. V. (2003). “Updating standard shape material properties database for design and reliability.” Eng. J., 40(1), 2–14.
Beardslee, L. A. (1879). Experiments on the strength of wrought-iron and of chain cables, Wiley, New York.
Bowman, M., and Piskorowski, A. (2004). Evaluation and repair of wrought iron and steel structures in Indiana, Purdue Univ., West Lafayette, IN.
Elleby, H. A., Sanders, W. W., Klaiber, F. W., and Reeves, M. D. (1976). “Service load and fatigue tests on truss bridges.” J. Struct. Div., 102(12), 2285–2300.
Fu, C. C., and Harwood, K. (2000). “Practice of restoring damaged historical truss bridge.” Pract. Period. Struct. Des. Constr., 5(3), 122–125.
Gordon, R. B. (1988). “Strength and structure of wrought iron.” Archeomaterials, 2(2), 91–98.
Gordon, R., and Knopf, R. (2005). “Evaluation of wrought iron for continued service in historic bridges.” J. Mater. Civ. Eng., 17(4), 393–399.
Johnson, J. B. (1939). Johnson’s materials of construction, 8th Ed., Rewritten and revised by M. O. Withey and J. Aston, Wiley, New York.
Keller and Kirkpatrick. (2006). “Material testing of historic metal bridges.” Rep. prepared for Somerset County Engineering Dept., Parsippany, NJ.
Kemp, E. L. (1993). “The introduction of cast and wrought iron in bridge building.” IA: J. Soc. Ind. Archeol., 19(2), 5–16.
Kirkaldy, D. (1862). Results of an experimental inquiry into the tensile strength and other properties of various kinds of wrought-iron and steel, Hamilton, Adams & Co., London.
Sparks, P. (2007). Guide to evaluating historic iron and steel bridges, Sparks Engineering, Round Rock, TX.
Sparks, P. (2008). “Evaluation of iron and steel in historic bridges.” Proc. Sixth Int. Conf. on Structural Analysis of Historic Constructions, Taylor and Francis, Bath, UK.
Information & Authors
Information
Published In
Copyright
© 2011 American Society of Civil Engineers.
History
Received: Feb 2, 2010
Accepted: Oct 28, 2010
Published online: Apr 15, 2011
Published in print: May 1, 2011
Authors
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.