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- W2132128092 abstract "This research aims to study the behaviour of the concrete-steel bond using numerical models, taking into account the effect of the different bar embedment length. Both plain and fiber reinforced concrete (FRC) are modeled. The interface bond stress as well as load-displacement response of the reinforcing steel is studied. The asociated cracking of the concrete around the slipping bars is analyzed and comparisons are made with the experiments." @default.
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- W2132128092 date "2001-09-10" @default.
- W2132128092 modified "2023-09-27" @default.
- W2132128092 title "Effect of Different Bar Embedment Length on Bond-Slip in Plain and Fiber Reinforced Concrete" @default.
- W2132128092 hasPublicationYear "2001" @default.
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