Table of Contents Author Guidelines Submit a Manuscript
Advances in Civil Engineering
Volume 2012, Article ID 643543, 14 pages
Research Article

Life-Cycle Management Strategy on Steel Girders in Bridges

1Faculty of Science and Technology, The Technological and Higher Education Institute of Hong Kong, Tsing Yi Island, Hong Kong
2Department of Building Engineering, Tongji University, China
3Department of Civil and Environmental Engineering, The Hong Kong University of Science and Technology, Clear Water Bay, Hong Kong

Received 16 December 2011; Revised 22 May 2012; Accepted 23 May 2012

Academic Editor: Sami W. Tabsh

Copyright © 2012 Kevin K. L. So et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.


The major problems affecting the service life of bridges are related to various factors such as fatigue-sensitive details, increased service loads, corrosion deterioration, and the lack of proper maintenance. Among them, corrosion deterioration and fatigue damages of structures particularly to steel girder bridges are the most common ones. Bridges of different structural forms, at different locations or under different climates, may suffer from various degrees of deterioration. Steel girders at different positions of a bridge may also suffer from different degrees of damage. How to effectively maintain the bridge asset at a minimal cost and how to predict the time for future works are crucial, particularly when government funding sources become stretched. A comprehensive bridge management framework assisting stakeholders to appropriately and reasonably prioritize their future maintenance-related works in their bridge stocks, such that stakeholders can better allocate the limited resources, is utmost concerned. This paper proposes an integrated life-cycle management (LCM) strategy on steel girders in bridges in which corrosion deterioration and fatigue damage prediction models are mapped with girders’ performance conditions. A practical example to demonstrate the applicability of the proposed LCM strategy is also illustrated.