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The aim of this study is to get the spatial average stress- average strain relationships of both reinforcing bars and cracked concrete in RC members based on the local bond characteristics between concrete and reinforcing bars. The computation is capable of predicting the crack spacing and the ultimate average strain of reinforcing bars when total rupture takes place. The systematic verification through experimental works is conducted for clarifying the versatility of the proposed model.

SPATIALLY AVERAGED TENSILE MECHANICS FOR CRACKED CONCRETE AND REINFORCEMENT UNDER HIGHLY INELASTIC RANGE