Punching shear of column footings

Experimental studies

Summary

Based on a research project conducted by Deutsche Forschungsgemeinschaft (DFG - German Research Foundation) that had been concluded already, ten punching shear tests were carried out on individual footings. The tests primarily investigated the influences resulting from concrete compressive strength, different longitudinal reinforcement ratios, larger slab thicknesses and a punching shear reinforcement. The test results prove that the shear slenderness has an influence on the inclination of the crack formation. The influence of the structural effective head on the punching shear...

Related articles:

Issue 02/2017 Flat slabs and foundations

New punching shear reinforcement systems

The structural design of flat slab systems is usually governed by the punching shear resistance of the slab. To achieve a sufficient punching shear resistance at reasonable slab thickness, shear...

more
Issue 02/2014 New design tools for practice

Punching shear –

While DIN EN 1992-1-1 and the national annex of Germany treat punching shear design for in-situ concrete slabs and centrically loaded footings in great detail [1, 2], joints between semi precast...

more
Issue 02/2021

Punching shear behavior of steel fiber reinforced flat slabs in combination with punching shear reinforcement

The guideline “Steel Fibre Reinforced Concrete” published by the German Committee for Reinforced Concrete (DAfStb) in 2012 regulates the punching shear design of steel fiber reinforced flat slabs...

more
Issue 04/2017 SUBMITTED BY/EINGEREICHT VON: HALFEN GMBH

Innovation: HDB “Swan” punching shear reinforcement for foundations

Due to the less slender design of foundations compared to flat floors and the soil contact stress acting on the former, footings exhibit a load transfer pattern that enables greater punching shear...

more
Issue 02/2021

Punching shear capacity of eccentrically loaded column bases – Large-scale tests

The punching shear behavior of centrically loaded column bases has already been investigated extensively in the past. However, in civil engineering structures, uneven stress distributions due to...

more