Review article

Interface of the member subjected to bending fixedto the reinforced concrete base by using chemical anchor

UDC: 

624.012.25

Pages: 

56-60

Annotation: 

The paper deals with the features of interface of the member subjected to bending fixed to the reinforced concrete base by using chemical anchors. Different types of bearing capacity decreasing in the nodal connection by chemical anchors and the existing normative methods of calculation are described. The author makes a conclusion about expediency of taking into account the stress-strain state of the concrete base in the design of the considered connection, which allows determining the limits of its bearing capacity.

Authors: 

Udalov D. M. Saint-Petersburg State University of Architecture and Civil Engineering
udalov.dmitri@yandex.ru

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