Paper Title:
The Model for Predicting the Remaining Service Life of Reinforced Concrete Bridges in-Service and Applicability
  Abstract

There is a strong need in maintenance and management of bridge that analyzes and predicts remaining service life (RSL) of reinforced concrete bridge. Since structural resistance of concrete bridge is generally suffered from environment, load and material etc. factors, which are intercoupled and time-varying. Hence researchers should consider the economic development of road traffic area, environment of operational bridge, variation of load, deterioration law of materials, and maintenance cost of LCC for predicting RSL of bridge. This paper reviews recent model of predicting the remaining service life (RSL) for concrete bridge and serviceability, analyzes model characteristic and defects, and looks forward to future research from the viewpoint of structure durability, reliability and life cycle cost, respectively.

  Info
Periodical
Edited by
Xuejun Zhou
Pages
1162-1167
DOI
10.4028/www.scientific.net/AMM.90-93.1162
Citation
Y. Q. Xiang, D. M. Guo, K. Cheng, "The Model for Predicting the Remaining Service Life of Reinforced Concrete Bridges in-Service and Applicability", Applied Mechanics and Materials, Vols. 90-93, pp. 1162-1167, 2011
Online since
September 2011
Export
Price
$32.00
Share

In order to see related information, you need to Login.

In order to see related information, you need to Login.

Authors: Li Ye Zhang, Xue Dong Guo, Li Juan Dong
Chapter 3: Civil Engineering
Abstract:In order to analyse bridge structure system reliability, studied various uncertainty factors on the influence of the bridge reliability,...
1338
Authors: Chun Sheng Wang, Lu Ping Liu, Mao Sen Wei
Abstract:The Yao Zhou downlink Viaduct damaged in a fire accident was repaired using steel plate and concrete composite strengthening (SPCCS)...
145
Authors: Guo Ping Bu, Jae Ho Lee, Hong Guan, Yew Chaye Loo, Michael Blumenstein
Chapter 5: Bridge Engineering
Abstract:Currently, probabilistic deterioration modeling techniques have been employed in most state-of-the-art Bridge Management Systems (BMSs) to...
1980
Authors: Bao Rong Huo, Guang Ning Yang, Xiang Dong Zhang
Chapter 7: Bridge Engineering
Abstract:Because of two-way curved arch bridge with low design load, less structural steel, improper construction, overloading and poor integrity,...
1561
Authors: Long Ying Zhang, Liang Zong, Yuan Qing Wang, Jun Li
Chapter 5: Bridge and Road Engineering
Abstract:Loukouni bridge is a deck type arch bridge with box section which is a part from the second stage of the 1st national road project of the...
1665