Determining Residual Service Life of Concrete Structures Based on Experimental Data
For the purpose of assessing the current condition of RC structures, a ten point (0-9) condition rating system is established based on the values of concrete cover, carbonation depth, and chloride content at rebar depth discovered through in-situ tests. Proposed condition ratings have been related to priorities for upkeep, examination, and replacement. A model (Figure 1) similar to Tutti’s model (1982) has been constructed and provided in this study to predict the remaining service life of a decaying structure by evaluating the existing condition of RC structures.
Sanjeev Kumar Verma,
School of Engineering and Technology, SAGE University, Bhopal, Madhya Pradesh, India.
Sudhir Singh Bhadauria,
University Institute of Technology, Rajiv Gandhi Proudyogiki Vishwavidhalaya, Bhopal, Madhya Pradesh, India.
Department of Civil Engineering, University Institute of Technology, Rajiv Gandhi Proudyogiki Vishwavidhalaya, Bhopal, Madhya Pradesh, India.
Please see the link here: https://stm.bookpi.org/TIER-V6/article/view/7606
Keywords: Concrete, service life, chlorination, carbonation, deterioration