Flexural Strengthening of RC Slabs using Near Surface Mounted GFRP bars by Taha, Sama

“…Finally, for the slabs strengthened with the use of 1 no. 16 GFRP with length 1 m, which is less than the minimum bonding length specified by the ACI Code, the mode of failure is found to be concrete crushing at the edge of the GFRP bar, and it showed a 38% increase in strength when compared to the control sample. …”
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How South African teachers make sense of language-in-education policies in practice

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