Modification of strut effectiveness factor for reinforced concrete deep beams strengthened with CFRP laminates
This paper proposes a method to modify the strut effectiveness factor in the strut-and-tie model for CFRP-strengthened reinforced concrete deep beams. Two groups of deep beams comprising six ordinary reinforced concrete deep beams and six CFRP-strengthened reinforced concrete deep beams were experim...
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Format: | Article |
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Consejo Superior de Investigaciones Cientificas (C S I C)
2014
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