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Shear resistance of self-stressing concrete elements expanded under 2D restraint conditions
2020
E3S Web of Conferences
Preserved Fulltext
An analytical design model for estimation the shear resistance of plane self-stressing concrete elements with orthogonal reinforcement is presented. The design model is based on the strut-and-tie model concept and takes into consideration the restrained expansion strains and selfstresses as a result of self-stressing concrete expansion. The results of theoretical investigations were finally compared to the experimental ones showing the suitability of proposed design method.
doi:10.1051/e3sconf/202021202018
fatcat:p6hiqnim5rctxnvujyel7ucv34