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Title: Effect of RAP Concrete Ductility on Critical Stress Analysis for Rigid Pavements
Accession Number: 01628589
Record Type: Component
Abstract: The use of reclaimed asphalt pavement (RAP) material in concrete pavement has been identified to greatly improve the toughness and energy absorbing capacity of Portland Cement Concrete (PCC). However, most finite element (FE) models characterize concrete material as a linear elastic material even though RAP concrete behavior actually exhibits non-linear stress-strain behavior. The current lack of material property model that enables to appropriately characterize the RAP concrete is probably the greatest shortcoming to accurately predict the change in structural response of PCC pavement including RAP material. In this study, a non-linear 3-D FE model in consideration of the actual stress-strain behavior of the RAP concrete was developed to evaluate how the non-linear stress-strain behavior affects the prediction results of the stresses in ductile concrete as compared to typical linear elastic model. The results indicated that the linear elastic model provides overestimated maximum concrete tensile stresses as compared with those predicted using actual stress-strain model. Consequently, this overestimated result will lead to underestimated potential performance of the concrete pavement containing RAP. Therefore, a non-linear model incorporating with the actual stress-strain response characteristics should more accurately predict the structural responses of the RAP concrete pavement in lieu of the typical material property model that assumes the concrete as a linear elastic material.
Supplemental Notes: This paper was sponsored by TRB committee AFN20 Standing Committee on Properties of Concrete.
Monograph Title: Monograph Accession #: 01618707
Report/Paper Numbers: 17-01351
Language: English
Corporate Authors: Transportation Research Board 500 Fifth Street, NW Authors: Kim, KukjooChun, SanghyunPark, BongsukTia, MangBergin, Michael JPagination: 14p
Publication Date: 2017
Conference:
Transportation Research Board 96th Annual Meeting
Location:
Washington DC, United States Media Type: Digital/other
Features: Figures; References; Tables
TRT Terms: Uncontrolled Terms: Subject Areas: Highways; Materials; Pavements
Source Data: Transportation Research Board Annual Meeting 2017 Paper #17-01351
Files: TRIS, TRB, ATRI
Created Date: Dec 8 2016 10:26AM
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