Effect of concrete cover thickness and main reinforcement ratio on flexural behavior of RC beams strengthened by NSM-GFRP bars
Author(s): |
Hesham El-Emam
Alaa El-Sisi Ramy Reda Mohamed Bneni Mohamed Seleem |
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Medium: | journal article |
Language(s): | English |
Published in: | Frattura ed Integrità Strutturale, March 2020, n. 52, v. 14 |
Page(s): | 197-210 |
DOI: | 10.3221/igf-esis.52.16 |
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data sheet - Reference-ID
10457318 - Published on:
24/10/2020 - Last updated on:
24/10/2020