Deformation in concrete with external CFRP sheet reinforcement
Journal of Composites for Construction, ISSN: 1090-0268, Vol: 4, Issue: 2, Page: 85-94
2000
- 28Citations
- 2Usage
- 13Captures
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Example: if you select the 1-year option for an article published in 2019 and a metric category shows 90%, that means that the article or review is performing better than 90% of the other articles/reviews published in that journal in 2019. If you select the 3-year option for the same article published in 2019 and the metric category shows 90%, that means that the article or review is performing better than 90% of the other articles/reviews published in that journal in 2019, 2018 and 2017.
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Metrics Details
- Citations28
- Citation Indexes28
- 28
- CrossRef23
- Usage2
- Downloads2
- Captures13
- Readers13
- 13
Article Description
A detailed experimental investigation of local and global deformations of tensile-loaded, cracked, rectangular, concrete prisms reinforced with externally bonded carbon fiber reinforced polymer (CFRP) sheets was carried out. High and low modulus sheets were applied using three different thicknesses of epoxy interlayer between the sheet and concrete. It was found that the stiffness of the CFRP sheet had a dominant effect on global tension stiffening, whereas interlayer thickness had a dominant effect on local load transfer and damage formation. Thicker interlayers transferred load into through-cracked concrete over longer transfer zones, thereby increasing the spacing of subsequent cracks in the concrete. The combined effect on global stiffness of changes in transfer zones and crack spacing due to interlayer thickness was negligible. Increasing the stiffness of the CFRP sheet resulted in considerably increased global tension stiffening. Full field strain measurements by moire interferometry revealed detailed information about local load transfer in the CFRP sheet, epoxy interlayer, and concrete in the vicinity of cracks.
Bibliographic Details
http://www.scopus.com/inward/record.url?partnerID=HzOxMe3b&scp=0034187169&origin=inward; http://dx.doi.org/10.1061/(asce)1090-0268(2000)4:2(85); http://ascelibrary.org/doi/10.1061/%28ASCE%291090-0268%282000%294%3A2%2885%29; http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0268%282000%294%3A2%2885%29; https://ascelibrary.org/doi/10.1061/%28ASCE%291090-0268%282000%294%3A2%2885%29; https://scholarsmine.mst.edu/civarc_enveng_facwork/2923; https://scholarsmine.mst.edu/cgi/viewcontent.cgi?article=3924&context=civarc_enveng_facwork; http://dx.doi.org/10.1061/%28asce%291090-0268%282000%294%3A2%2885%29; https://dx.doi.org/10.1061/%28asce%291090-0268%282000%294%3A2%2885%29
American Society of Civil Engineers (ASCE)
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