Analysis of reinforced concrete beams with openings and strengthened by (CFRP) laminates
Tension capacity of reinforced concrete is always less than compression capacity for this reason if to make openings at the flexure region of reinforced concrete beams need must know the safe (length / depth) ratio of opening and also strengthening the flexure region of this beam. In several occasio...
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Veröffentlicht in: | Majallat Jāmiʻat Bābil 2011, Vol.19 (3), p.1098-1113 |
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Format: | Artikel |
Sprache: | ara ; eng |
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