There is no agreement on how to predict punching shear for footings among different design
codes, which is inconsistent with experimentally observed capacity. Such inconsistency is …

Punching shear capacity assessment of column footings in current design codes is mainly
based on experiments performed on reinforced concrete flat slabs. Experimental …

Punching shear resistance of column footings and foundation slabs varies significantly in
different standards. The reason for this is because standards define differently the position of …

Punching shear capacity assessment of column footings in current design codes is mainly
based on experiments performed on reinforced concrete flat slabs. Experimental …

The assessment of the punching shear capacity of column footings in the current design
codes is proposed mainly on the basis of experiments performed on slabs. Experimental …

It is well recognized that various design codes and models have been developed to predict
the punching shear strength of reinforced concrete column footings. Generally, the strength …

The paper first presents the calculation of the punching shear capacity of concentrically
loaded reinforced concrete column footings according to the current Eurocode 2, which can …

This paper presents the results of an experimental investigation on the punching shear
strength and failure mechanism of one solid and four voided biaxial slabs under a …

A strength model based on the compression zone failure mechanism was developed to
predict the punching shear strength of concrete footings without transverse reinforcement …

The current study evaluate the various selected design codes using an intensive collection
of reinforced concrete (RC) footings, which were tested under punching shear. Three design …