Technical Papers
Nov 16, 2017

Strain Energy-Based Fatigue Life Evaluation of Deck-to-Rib Welded Joints in OSD Considering Combined Effects of Stochastic Traffic Load and Welded Residual Stress

Publication: Journal of Bridge Engineering
Volume 23, Issue 2

Abstract

Welded residual stress and stochastic traffic at the deck-to-rib welded joints in the orthotropic steel deck (OSD) of bridges highly affects the fatigue life of bridges. This study presents a strain energy-based method to evaluate the service life of welded joints in the OSD considering the combined effects of traffic load and welded residual stress. Thermomechanical analysis is performed for the welding process of the welded joints using a finite-element model to analyze the distribution of welded residual stress at critical locations of the welded joints. An analysis model is developed to simplify the nonlinear superposition of vehicle-induced stress and welded residual stress. A modified strain energy-based fatigue evaluation approach is presented based on the superposition of stresses. Based on the presented model, a new WaNf curve is proposed to take the effects of welded residual stress into consideration. The presented method is validated against experimental results, and then it is applied to investigate the fatigue life of welded joints in an in-service cable-stayed bridge. The theoretical and inspection results are compared and analyzed. The results show that there is a better coincidence between the predicted fatigue life using the presented approach and the inspected fatigue life in contrast with the conventional approach of neglecting the effects of welded residual stress.

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Acknowledgments

This research was funded by the National Natural Science Foundation of China (grant numbers 51578455, 50908192, and 51178394), Fundamental Research Funds for the Central Universities (Grant 2682014CX078), and the National Science and Technology Support Program of China (Grant 2011BAG07B03). The first author was funded by the Chinese Scholarship Council to visit Curtin University for 1 year.

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Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 23Issue 2February 2018

History

Received: Apr 4, 2017
Accepted: Aug 7, 2017
Published online: Nov 16, 2017
Published in print: Feb 1, 2018
Discussion open until: Apr 16, 2018

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Ph.D. Candidate, Dept. of Bridge Engineering, Southwest Jiaotong Univ., 111 Section of Northbound 1, Second Ring Rd., Chengdu 610031, China. E-mail: [email protected]
Professor, Dept. of Bridge Engineering, Southwest Jiaotong Univ., 111 Section of Northbound 1, Second Ring Rd., Chengdu 610031, China (corresponding author). E-mail: [email protected]
Yi Bao, Ph.D., S.M.ASCE [email protected]
Ph.D. Candidate, Dept. of Civil, Architectural and Environmental Engineering, Missouri Univ. of Science and Technology, 1401 North Pine St., Rolla, MO 65401. E-mail: [email protected]
Qinghua Zhang [email protected]
Professor, Dept. of Bridge Engineering, Southwest Jiaotong Univ., 111 Section of Northbound 1, Second Ring Rd., Chengdu 610031, China. E-mail: [email protected]
Zhongtao Ye [email protected]
Senior Engineer, State Key Laboratory for Bridge Structure Health and Safety, 103 JianShe Rd., Wuhan, Hubei 430034, China. E-mail: [email protected]

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