Impact response characterization of shear CFRP strengthened RC beams by Fourier and wavelet methods: tests and analyses
The current experimental study investigates impact response features of reinforced concrete (RC) beams with dominant shear failure mode. Six built nonstrengthened and strengthened RC beams with a shear span-to-depth ratio of 2.5 were subject to repeated low-velocity impacts. Projectile energy is equ...
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| Format: | Article |
| Language: | English |
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De Gruyter
2017-01-01
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| Series: | Science and Engineering of Composite Materials |
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| Online Access: | https://doi.org/10.1515/secm-2014-0111 |