Retrofitting of shear failed reinforced concrete beams
This paper considers the strength and load carrying capacity enhancement of reinforced concrete beams that have been tested and failed in shear. A total of sixteen sheared beam specimens with a length of 1.2 m and cross-sectional area of 100 by 150 mm were retrofitted by using various types of fibre...
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Veröffentlicht in: | Composite structures 2003-10, Vol.62 (1), p.1-6 |
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Format: | Artikel |
Sprache: | eng |
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Online-Zugang: | Volltext |
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