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Jan 1, 2007

Justifying Materials Selection for Reinforced Concrete Structures. II: Economic Analysis

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Publication: Journal of Bridge Engineering
Volume 12, Issue 1

Abstract

To optimize value, design engineers often need to make decisions on what materials should be used in a reinforced concrete (RC) bridge structure exposed to potentially corrosive environments. Part I of this paper series provided a methodology by which design engineers can easily identify sensitive variables affecting the service life of RC structures exposed to potentially corrosive environments. However, a material that significantly improves the resistance to corrosion may not add real value if the cost of the material is too high. The costs of materials that extend the service-life are not well established during the design process and designers are often in a quandary on how to select materials that optimize project value. Instead of estimating the costs of these durable materials that enhance the service life, this paper provides a methodology that examines the inverse question: How much more could a RC structure constructed with durable material cost, relative to the cost of the same structure constructed with conventional materials, and still be more economical?

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References

Dunk, A. S. (2004). “Product life cycle cost analysis: The impact of customer profiling, competitive advantage, and quality of IS information.” Management Accounting Res., 15(4), 401–414.
Hurly, M. F., and Scully, J. R. (2002). “Chloride threshold levels in clad 316L and solid 316LN stainless steel rebar.” Corrosion/2002, National Association of Corrosion Engineers, Paper No. 02224.
Hussain, S. E., Al-Gahtani, A. S., and Rasheeduzzafar. (1996). “Chloride threshold for corrosion of reinforcement in concrete.” ACI Mater. J., 93(6), 534–538.
Lee, K. M., Cho, H. N., and Choi, Y. M. (2004). “Life-cycle cost-effective optimum design of steel bridges.” J. Constr. Steel Res., 60, 1585–1613.
Murthy, D. N. P., and Blischke, W. R. (2000). “Strategic warranty management: A life-cycle approach.” IEEE Trans. Eng. Manage., 47(1), 40–54.
Thomas, M. D. A., and Bentz, E. C. (2000). Life-365, computer program for predicting the service life and life cycle costs of reinforced concrete exposed to chlorides.
Trejo, D., and Pillai, R. (2003). “Accelerated chloride threshold testing. Part I: ASTM A 615 and A 706 reinforcement.” ACI Mater. J., 100(6), 519–527.
Trejo, D., and Reinschmidt, K. (2007). “Justifying material selection for reinforced concrete structures. I: Sensitivity analysis.” J. Bridge Eng., 12(1), 31–37.
Val, D. V., and Stewart, M. G. (2002). “Safety factors for assessment of existing structures.” J. Struct. Eng., 128(2), 258–265.

Information & Authors

Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 12Issue 1January 2007
Pages: 38 - 44

History

Received: Apr 15, 2005
Accepted: Jun 22, 2006
Published online: Jan 1, 2007
Published in print: Jan 2007

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Authors

Affiliations

David Trejo, M.ASCE
P.E.
Associate Professor, Zachry Dept. of Civil Engineering, Texas A&M Univ., 3136 TAMU, College Station, TX 77843-3136 (corresponding author). E-mail: [email protected]
Kenneth Reinschmidt
J. L. Frank/Marathon Ashland Petroleum LLC Chair in Engineering Project Management, Zachry Dept. of Civil Engineering, Texas A&M Univ., 3136 TAMU, College Station, TX 77843-3136.

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