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Title: Noncontact Absolute Stress Measurement for UHPC Using Raman Piezospectroscopy
Accession Number: 01698387
Record Type: Component
Abstract: A novel non-contact stress sensing method using the Raman piezospectroscopy for ultra high performance concrete (UHPC is presented. Microstructure and chemical characterization were conducted for three phases of UHPC samples, including unmixed concrete ingredients (sample 1), cured concrete (sample 2), and pulverized concrete (sample 3). Rich contents of polycrystalline silica (quartz) were observed from all samples. Compressive loading frame tests were conducted using sample 2 to determine the piezospectroscopy coefficient of quartz without special surface treatment. The global piezospectroscopy coefficient was measured at 3.47 cm‾¹/GPa, and the local piezospectroscopy coefficient varied between 1.62 and 9.10 cm‾¹/GPa due to the variation of local microstructure conditions. The pulverization method was developed, and the zero-stress state was determined at 460.50 cm‾¹. The global absolute stress equation is presented using the global piezospectroscopy coefficient and the zero-stress state.
Supplemental Notes: This paper was sponsored by TRB committee AFN10 Standing Committee on Basic Research and Emerging Technologies Related to Concrete.
Report/Paper Numbers: 19-00976
Language: English
Corporate Authors: Transportation Research BoardAuthors: Eslami, ElhamZhou, LeYun, Hae-BumPagination: 12p
Publication Date: 2019
Conference:
Transportation Research Board 98th Annual Meeting
Location:
Washington DC, United States Media Type: Digital/other
Features: Figures; Photos; References; Tables
TRT Terms: Uncontrolled Terms: Subject Areas: Highways; Materials; Pavements
Source Data: Transportation Research Board Annual Meeting 2019 Paper #19-00976
Files: TRIS, TRB, ATRI
Created Date: Dec 7 2018 9:52AM
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