João Tiago Ramos Bernardo de Santa Rita Simões

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The development of mechanical models relating the state of strains and the resistance of reinforced concrete structures has become a trend in the last decades. These types of models are referred to as strain-based approaches. Since strain-based approaches ...

The use of punching shear reinforcement is currently considered as one of the most convenient practices to enhance the punching shear strength and deformation capacity of slab-column connections in flat slabs. Intensive research has been performed in the l ...

The revision of a code is a long-term project that shall fulfil several aims, comprising the enhancement of the ease-of-use and incorporating updated state-of-the-art. With respect to the revision of Eurocode 2 concerning the punching shear provisions, thi ...

In 1960, Kinnunen and Nylander presented a mechanical approach for calculating the punching resistance of slab-column connections. That approach accounted for the response of a slab sector and considered failure to occur on the basis of the strains develop ...

João Tiago Ramos Bernardo de Santa Rita Simões

Chattez avec Graph Search

Model uncertainties and partial safety factors of strain-based approaches for structural concrete: Example of punching shear

A mechanical approach for the maximum punching resistance of shear-reinforced slab-column connections

A Mechanical Approach for the Punching Shear Provisions in the Second Generation of Eurocode 2

Recent improvements of the Critical Shear Crack Theory for punching shear design and its simplification for code provisions