Validation of the Critical Shear Crack Theory for punching of slabs without transverse reinforcement by means of a refined mechanical model
Despite the intensive efforts dedicated in the last decades to better understanding punching shear failures, there is still no consensus on the mechanics governing this phenomenon and on how to implement it within a physical approach. In this paper, an analysis of recent detailed measurements on the...
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Veröffentlicht in: | Structural concrete : journal of the FIB 2018-02, Vol.19 (1), p.191-216 |
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Format: | Artikel |
Sprache: | eng |
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