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- W2071054413 abstract "The effect of the bond slip is brought into the TEMP-STRESS finite element code by relaxing the equal strain condition between concrete and reinforcement. This is done for the elements adjacent to the element which is cracked. A parabolic differential strain variation is assumed along the reinforcement from the crack, which is taken to be at the centroid of the cracked element, to the point where perfect bonding exists. This strain relationship is used to increase the strain of the reinforcement in the as yet uncracked elements located adjacent to a crack. By the same token the corresponding concrete strain is decreased. This estimate is made assuming preservation of strain energy in the element. The effectiveness of the model is shown by examples. Comparison of analytical results is made with structural test data. The influence of the bonding model on cracking is portrayed pictorially. 5 refs., 6 figs." @default.
- W2071054413 created "2016-06-24" @default.
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- W2071054413 date "1985-01-01" @default.
- W2071054413 modified "2023-09-27" @default.
- W2071054413 title "Simulating distributed reinforcement effects in concrete analysis" @default.
- W2071054413 hasPublicationYear "1985" @default.
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