Two Parameters Analysis Of Post-peak Dynamic Behaviour Of High
Performance Concrete
Author(s)
S. Cangiano, R. Cucitore, G.A. Plizzari
Abstract
Two parameters analysis of post-peak dynamic
behaviour of high performance concrete
11 i
S. Cangiano , R. Cucitore , G.A. Plizzari
*C. T. G. - Italcementi Group, Italy
* Brescia University, Italy
Abstract
As well known the seismic performance of reinforced concrete structures is
strongly influenced by structural design and by dynamic behaviour of the
adopted construction materials. In particular in reinforced concrete frames the
contribution of concrete matrix to dissipative phenomena during oligo-cyclic
loading, such as seismic events, may play a very important role in the case of
steel fibre reinforcement. On the other hand the dynamic properties of steel fibre
reinforced concrete (SFRC) are influenced by concrete matrix and by type,
geometry and content of fibres.
In this work by means of direct and cyclic tensile tests on notched cylindrical
specimens is shown the essential contribution of high performance cementitious
matrix to post-peak b
Keywords
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