Shear and punching shear in RC and FRC elements

برش و پانچ در عناصر RC و FRC

The purpose of this contribution is to give a short historical review about the most important components of shear behaviour, extended with recent test results on the shear behaviour of steel fibre reinforced concrete beams (prestress or non-prestressed). All these intend to contribute to the best possible formulation of the Model Code 2010. The purpose of this contribution is to give a short historical review about the most important components of shear behaviour, extended with recent test result on the shear behaviour of steel fibre reinforced concrete beams (prestress or non-prestressed). All these intend to contribute to the best possible formulation of the Model Code 2010. The purpose of this contribution is to give a short historical review about the most important components of shear behaviour, extended with recent test results on the shear behaviour of steel fibre reinforced concrete beams (prestress or non-prestressed). All these intend to contribute to the best possible formulation of the Model Code 2010. The purpose of this contribution is to give a short historical review about the most important components of shear behaviour, extended with recent test results on the shear behaviour of steel fibre reinforced concrete beams (prestress or non-prestressed). All these intend to contribute to the best possible formulation of the Model Code 2010. The purpose of this contribution is to give a short historical review about the most important components of shear behaviour, extended with recent test result on the shear behaviour of steel fibre reinforced concrete beams (prestress or non-prestressed). All these intend to contribute to the best possible formulation of the Model Code 2010. The purpose of this contribution is to give a short historical review about the most important components of shear behaviour, extended with recent test results on the shear behaviour of steel fibre reinforced concrete beams (prestress or non-prestressed). All these intend to contribute to the best possible formulation of the Model Code 2010. The purpose of this contribution is to give a short historical review about the most important components of shear behaviour, extended with recent test result on the shear behaviour of steel fibre reinforced concrete beams (prestress or non-prestressed). All these intend to contribute to the best possible formulation of the Model Code 2010. The purpose of this contribution is to give a short historical review about the most important components of shear behaviour, extended with recent test result on the shear behaviour of steel fibre reinforced concrete beams (prestress or non-prestressed). All these intend to contribute to the best possible formulation of the Model Code 2010. The purpose of this contribution is to give a short historical review about the most important components of shear behaviour, extended with recent test results on the shear behaviour of steel fibre reinforced concrete beams (prestress or non-prestressed). All these intend to contribute to the best possible formulation of the Model Code 2010. The purpose of this contribution is to give a short historical review about the most important components of shear behaviour, extended with recent test results on the shear behaviour of steel fibre reinforced concrete beams (prestress or non-prestressed). All these intend to contribute to the best possible formulation of the Model Code 2010. The purpose of this contribution is to give a short historical revie about the most important components of shear behaviour, extended with recent test result on the shear behaviour of steel fibre reinforced concrete beams (prestress or non-prestressed).

برش و پانچ در عناصر RC و FRC

برش و پانچ در عناصر RC و FRC

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